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HomeMy WebLinkAbout39871 Harvest Creek LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor . RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Buiding Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE ALL WORK � CODES ND THE "`�� A , •.. CI ORDINAiVi*�E:S PLAN L,.r1%1.1t1.�c �. ImENNAR� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. ti1tl11tllBle�lai `10%. �r� SRO WN W, .NNI •'. 1 A F L 0 fff!�,,OFER5tQN1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W r- a v o N$ �J M C LL N O d c LLLL Q S I^ 0 f0_ Or S J Y. Co u7 m 0 Q Z IL ILW ZOV a co Zj N Z O v_Jvvi W ❑ ❑ ❑ cD z_ z � z J N N z W o o a-1 � 1.1 ryr Q A l0 O W 8 tor, �N N 31 31 LK UJ ¢C s � M u � W Z J E o Z z w� .' o� � ?® Q O E V FT f aZ KV °wa Zda CD E N i O� ° Z ,44L ro V J = ¢ O �s m i �o oZ > Z J z fA f/I a o Z Z go LL �k o wi co 101.�? zla 0 3 L 0 m rn co L > cca J T N 0 C m U CO N 4- m a) �.. d. Ir— cc .� 2 T I� r T 00 t j C) d° T o M t;V E Q m Z c a U _J Q 0 JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. C S 3 N U 0 q 0 N Z S 3 rR O H.B. 25-SH EGRESS O 25-SH EGRESS \\ I �Y° O O 5-SH M AC PAD ----- --- N - 16" DEETL FIBERGLASS'6 '6 P NT YSURROUNDR 'NGE F T CLG r r °��NtE, ' m 00 I I _. STORY - CNN B \ 00 21'-2" �-- _ � '2'-2„ 10,�„ 1, 10'-42' o v 2'-4' rn I °a 00 �_ �----C- 2" = 10 O c7 \ I 00 CAFE N p SILK w! ISP N J �- -, VA U I CL ' I -' r T BEDROOM 3 I o I_ c� rn �� A c \� U D.W.I 0 0 : T_IL I „ „ G. 8- C_IG I MO , VAULT. CLG. PATIOCARPET \\ > � - - -�-------- _ : o -- - �- BEDROOM 2 8 -0 CLG. CARPET -- ILEI- BEDROOM 4 w .- - IT 1 \ ---- _ -----------------�� - -4- - __�_ , „ 8-0 CLG. =a ao C90 w I 8-0 CLG. o o - _- _ I CARPET - o co ,_ z o co u�io - - CARPET .- OPT. L REF. 5068 B.F. 4068 B.F. 4'-0" 11'-7$'1 6'-10" 4'-7" 8'-8" 5'-4" 14'-6" 1 5' 4 T-6" - � •"'l90 (� T ILaw - - - - - R&S - - - - N -------R&S------ N 2668 2668 M CV I - - - - - - - HDR AT T-4" - - -i 2T-8" T-10" T-8" 10--10$" I '-4" 1 6,. 7 " �� -- A ENTRY o 2:12 VAULTED CLG. i• r 9'-4' CL 3O I 8'-0" CLG. to OM_ FAMILY RM!- N 1 9'-4" CLG. R.A.G. o CARPET ___ __ (3) 2x4 #2 SPF w/ K DTT2Z @ BASE CC S3 1 00 - S� ------- --- I io �1 I I rs�oo - I I NOTE: FINISHED I I AHU 8_ „ CLOG r---� ---- 1 WALLS TO BE I I TILE! ��U FLUSH. VERIFY IN I I S3 rA 5'-11$' 41-011 j I -- - - o Q � OPT. D PT. FIELD. I I I I I I I I f1I TYP @ 1 STORY TIC OL 1 1 1 1 I I I (3) 2x4 #2 SPF w/ ERG SURROU XF G SS D ,; I 11 I R&S I 0 I I Oo I I I N S3 DTT2Z BASE @ --- - -- ��- I c� 60"x36" ! _ HANSON I I I M SHOWER BOX @ 36" ZDRYER A.F.F. K a, I O I I VENT S3 1 > m a)2 THRU ROOF EDGE OF SLAB 2" 1 O I ^ I T 68 5'-3 " 82' 3' �10" BEYOND WALL I I I - =m 17'-8" '-1 T-0" 2668 20'-�" T-8" s 1 s Ouhu.l Lhcr MW - ' N --- --;- - _t._ - ".w 0a 2 CAR GARAGE r OWNER'S SUITE -BAT. W. I .C. ; 8'-0" CLG. '-0' CLO. 8'-0" CLG. TB _ - _F 8'-0"CLG. 2'-6" BUILDER TO I I I I CARPET �I CARPET PROVIDE 1 I I I TYP @ - _I- -- - O APPLIANCE I I I I I I K GARAGE S4 ---- ---- W.H. PROTECTION `O WHEN REQUIRED N I L3----------- I OPENING 6" DP,-. R&S PER FBC HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 254 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 38 J 26 x 37 4 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11­15 274X63 26X621/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 IJ 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND �'llllllllllllllllMASONRY TYP. 2x FRAME WALL A 11.134 BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) r P owtv SE CN O F tc S S 1 O%\o���` rrrrrlttttl" To the best of fhe Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Hi W N E j n a �r`*h N N O N J o 2 C ,�j J LL ILL df 5-,� rn N o LL LL S d Qej ro st iY� J LL.LL a w S 13Z W� OW Zmg N N m m OP� OJ Z L a Nz 0'NO Z N O U U _j N W I3 ❑ Il C9 z N z § z F � d N 13 WQ N lV z � U o 0 .2 f6 U w W O W s LI) C04 N U d '° 8 U � • c � Qcla M s w M z zM L E wo �a z to �o z® oa H R8 Up uoo z z O N i E ap K wz d r0 do � U m� o Z Oz z Qi N m Q W �z 3 �w go WMIJ a � J w ` 5 O cD IT _ Sol 3 �L J 0 rn 03 0 L ' J T oo_1 Q 04 0 cYi m W 1%..ow ♦- (,a T V CD N Lo T 0000 M r E Z z c E O u, c a. 0 aj Q p _J JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w DC MEDICINE CABINET OQ 2 O~ � U_ U_ Q O > CV > "'CN MI `1'M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 00 I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 0 M 0 fV 0 0 0 OPT. REF. KITCHEN T_ - - . t I I ! i i i I I - i I 44+__ l _ f *—--�_. Y OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL E" SHWR. o VALVES = o 00 CD SOAP F 00 o DISH U LO r o `n o _ r r C r cM M O TTUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 r- MIRROR N 0 00 0 M 0 ® 0 OWNER'S BATH BATH 2 O 00 INTERIOR ELEVATIONS, 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED - COUNTER TOP CABINETS p '11)11H BASE 00 U-) a O 2x U' 00 FRAMING T M Co 1 /2" GYP BOARD — FIN. FLR. 2x P.T. SHELVING CABINETS - V-2" V61 O O r � CV CV (V FIN. FLR.. ►LE PLATE-' ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS ```gee>>ett3t€rtt�odrrr�� SRC WN E- -<'� P� �FL 0 �s _i Q•••'• ,% ROFE wo S fllft+tlttt' ee To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a �$ �J o LL G >�co ak W c" t1 Y a JLLii Waw Z m 0 9 0OJ _ 7 '7im 7- L n Lo N c') Z K h 0 Z O U U_ y W 00❑ CD Z Z it J cL- E3 v�o C1 4—J w E o p V N W �Ul c .. (!� r— in w E $ _ r c 4J mid 04 cD w Z _0 oM 0o _� w =® Q o M C XU U o� z D 04 i �� a z mod$ W z d (a C a U m0 m� o z z > z U, J �zp a aw wLL a� yw W T U z a _ o a w � _ z1a o 3 �L J O (D L � c I� J r '-. O a C: m U CO HCn r- co r V Or; N Lo f E CN M o z z �; .yam c a o U Q 0 JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N Iu , C1J�.!� 1J IJ z 00 ------------ 14'-0" RIDGE VENT 12 5� 12 �5 - - HEEL 12 5� F4 - T.O.M. - HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. Zo (TYP.) 1 - F.FL. --------------------I------- FRONT ELEVATION — Al SCALE: 1 /4"=1'-0" 12 15'-0" RIDGE VENT 715 0 'v F. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------------- --HDR HGT. 3'-0" TEXTURED TEXTURED - CEMENTICIOUS CEMENTICIOUS 00 FINISH ON C.M.U. FINISH ON C.M.U. CD (TYP.) (TYP.) --------------------------------------------------------------------------------------------------------------------I-1----------------J----F.FL. LEFT ELEVATION — Al SCALE: 1/4"=1'-0" N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 'oo,11011111111jj e0 W IVL '. k F eLA �j��rfr"1lltt'l0154" �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N F Q � r of m r U O N N J 0 N - N 4k LL W WNNo a LLaa �M� � x caLLLL a W Z 0 L 0 w/ 1i m L 0 W N Co LL O J ILW��OjO1 Z a N MZ arcn0 pV U�U) Z W ❑ ❑ ❑ `D m N Z N O z � � z o Q L J — to — N cn Z a 0 o u- 4- J (l3 N w A [� Tom+ O w g V) c in '® U w m f— J E W 8 m�.. ` _. t c � Q Y x_ 0 � s o MZ rJ z w LJi,El E o z o oo Y a z® Z N O F CL ^ O E �O XU a0 p UO �U oa az N w o ¢ � mod., rp c z NU Qoo 2LL Z J m ¢w z Z t/� uJ a z a W a oZ yW o w cfl a �O J ui rn m m 0 L c J T O 0 U .2 C on U ~ � Z r T caCD = CV V� r I I� N Lo r r 0000 LO M r m E L c o z z E O `m r Q. c� _J a o JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) o TEXTURED co CEMENTICIOUS r FINISH ON C.M.U. co (TYP.) F. FL. Vi 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 10" , 6-0" 15'-0" RIDGE VENT 12 5� -EXTENDED OVERHANG Ti BE CENTEREE ON DOOR 12 Z�5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" T.O.M. HDR HGT. 0 0o bo c0 F.FL. 12 ZZ�_5 RIGHT ELEVATION - Al I%N T-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. III1N �1/�i` `�� o Q- :... E. FLO OF�S,O� ; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q S E �aapD O M 8 �j J LL OLo +� (v 0) W yCy 7 N . LL W �Nb u. a Y Q aLLLL ii W 0 Z L00 Wco _J oa Z MNZ WS20 Z Oc�p UU_jWIL 0 El 71 U z N z c> z tio J O to z a � U o � P6 U N w am p a 0 W s lJ) YZ1141 c ra as co U w r-- E i0 8 z t Q N � o co W M o log z LA_ z o > aozm® E V N ¢z �o x U w� Uo U Zo l= Nao o!i Wz N o U g& Zo (n N J a <a Q w �z rn cn N 3 3 o�d ao W Ciz N W y f' F4 I� V� zla 3 C O L J 0 C rn B m 0 L c I%_ ' J T 0 CN 0 o C m V F— �, to _ 04 V r .T� 00 L M T Z Z C E 0 E u) C a. U � Q p JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP CAP 2" 2" *NOTE: iv 1" N FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN F 31/2" RADIUS 1/2" RADIUS C° REQUIRED BY SIN COMMUNITY ^ 3/4" RADIUS 1-5 ' M< iv 00 = SPECS. IF NOT, �2��� N M `O DETAIL TO BE 1" 2" OPENING VARIES 2" �_- BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1" 4" VARIES EDGE OF �OPENING VARIES 1 - Olt 22„ VARIES M 7 12 VARIES 1 1 4 1 N AN 1 1/2" RADIUS f 4 42" 2.. 4" 2 1/2" RADIUS 3a d in r Mla =I'd' SOD M - .� CD VARIES 12 32 2„ 2„ 1„ 1„1" BASE BASE`��gyJ,3" '--SE-• LU 12„ ' F L O •g *NOTE: VARIES 8" 2" in ���//�QO /E 3 S1 ` \\ FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY a 1'-6" COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES Nil( DETAIL TO BE 2' BUILT W/ STUCCO. 4• EDGE OF _U OPENING-- 6 — T �' • ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, othe structural plans and specifications contained within these rj N drawings comply with the 2020 Florida Building Code - _ 4" 1 p° Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 10" 6" Engineers signature and seal. r 1 N c 2a S 00 FW oE Co r O NLi N J r _ _ I �% .N. W C LL p T �� �� di '0M OV '2 LL n- a- c 0 ir> N LL a a mLLli a W j M Z L f6 _ .+ 4n Cn M N r0 '0: J n = 2 4" 3. V 5� fop 2 w S N 2.. 2n N Q Q ^C+) Z_ M Z L. O n > > IL Q a 5 0 I I Z O U Ci J (n W ❑❑❑ 1-1/2" THICK s' m 24 z N M a' z § g D 2' 4" 1'-10" =v ¢ = r 52 1-5 52 ff o vc _ z 54 3 to N (DCz Jr� a, o _ - IN I I SIN 4 — lL W � J 12" VARIES VARIES �O Uj g a V. N c N N n 2„ > VARIES VARIES c rR �Q Eli Y I • ¢ '� � v 4" yl 88" l 1 W�o 0 00 ;L 6" 4" KEYSTONE F11 b KEYSTONE F11 00 r, u g E s°® OPTIONAL OPTIONAL o 0 w¢ 50 �41. LT'0. 0 E <o �z i I Rs—� 2 a R44.. 4" GARAGE DR. OPENING 4" L3' a' 4" WINDOW OPENING 4" N `6 o Ww wo �,��� ��� ro z�z coo I� I_ M I'll - C �o iz c j C o Y o LL NOTE: N J < m < Z a N • INSTALL OVER STONE, TYP. o • FIN. TO HAVE TRADITIONAL 2 3 - �o LOOK & SMOOTH FINISH W U � o G 6- VARIES • FOAM/ EPS MATERIAL IS w � c • • • ACCEPTED � �LL i o WF �o co 10 3 J � a � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1„ g 2'-1" 1 4 c (Q 2 o SMOOTH FINISH 141'-6n" 1a' 12' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5� 1'-12' 5� > L0 O c3,_8" T' iv 0 4" T-0" 4" 77 f f i1.. 10" 1,-4„ 101, C I� ca d' 04 a50 o U CO r 0 N r r- O NLo Wo Oo j T E N M o v oo Q m ei Z M ih r Z E 1 �a, a U ¢ p 0 JOB NO: 21-5016 SCALE : AS NOTED GENERAL NOTES: SHEET NO. n M �I�— • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD F1 n v • ACRYLIC SAND FINISH COAT) 1 r r?j! qee Aq-1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with LIL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSUUL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER 'W. P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f-Oh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HE@ PUSH BUTTON SWITCH (OPTIONAL) l0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC !PANEL DISCONNECT SWITCH G J ROUGH -IN 'FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 00 f114 copper,o lights & outlets NEMA 1 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH 10 M10-3 copper to Dryer n 200 amp 150 amp UNDERGROUND lDis POWER CO. FEED�� INTERSYSTEM BONDING or 4/0 SER Alu 4 Bare Cu Ground TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. VJA GFI WP DISC. H.B. 1 L.%JIVILJII Vvi 1 1IVL.1 \ -`IN NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ 7 PENDANT AS / \PER SPECS i \ GFJ I eat - -� I I I I I l G !GFI r U L — — 1TGFI / D.W. � SINK w/ I I DISP GFI`Fl� _ U.C. OUTLET `— U.C. OUTLET ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE --WIRE '/ FAMILY RM \ ROUGH-IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE \ 1 OWNER'S SUITE I I I I GI I ___4_ OPT, REF. I ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE BEDROOM\ Emirs -----------� I I I I I I I I I I I I I I I I I I ----- -----J RECEPT. FOR ALARM SYSTEM — ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE 2 I BED 60ih \ \ /'(s D GFI i i /MCI GFI @ 44" A.F.F. f------------ 11 I I lI I I I I 11 I \1 \ I L —1 J I :GFI @ 44" � I A.F.F. I I GFI FOR I GAR. DOOM GFI I I 2 CAR GARAGE I I I I O I D VERIFY LOCATION IRRIGATION ELECTRICAL PANEL c=1FI VERIFY METER H.B. LOCATION WITH BUILDER ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE BEDROOM 4 ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" CV 0 04 i _o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q o E ttpp� Qp N N Op J aaJkk LL w � C �p co r�i Nat ", alp inter; �w a tl v Qgj rNi , he _j a 0 0 tm �Zyy N f0 Q.' O J j W��pjO' ILCo Z a N N Z Rj In Cl> Z OML U v 3 to W ❑ 7 71 z N z � z J - G V) - N 2!" -8 +,, _ �U — ,,, a W — g 0 LLJ U ai Lli J — E r U c Q 0 = 0 c w M 0 ZM J LL E E i ¢ zp 1- V wo X O U U U Z O CV ¢F WZ o O� wZ ¢ �. t— 6 o m g (a N C Z2 2 OS `� O OLL Z � aw Q) d o W W � g ° a N W W U �o �k 5 3 •� O 2 �LO J rn m m 0 L � c � td r A/ LC a 0° U CO U) r to r = 04 r = t\ Lo 00 I j r z z m E O E E y � a U _j Q p JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators I (ZoneFloor 1) 2373 2278 325 1139 81 570 435.0 138.0 573.0 I **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: J4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / Fr. "Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) v '*G P1, - Ok W w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F. r` v E °�° o roi8 o�xk o ♦� yCy 2 — aD $ ik LL W N N. O L L d a m LJiLL 'L W S z rN°'_oI W ip C� Lo LY O 'Z IL a N � Z w 0 O Z O U U_j W W ❑ ❑ ❑ U mmN z m z J — d � U) N N znn .9c9 '' f_f V O W C n io V � O LU 8 N f.N N c (u U d C) ' c 04 � � 0 • S r` CD 10 Z M J LL E E u�-3C W �z 0a� 20 O FC6 r0 _ w �a oa so o z O O N a p az W OQ °do ¢ z wz ¢ ,4: L (6 (n= ZZ UY y m� O ZLL Z O Q W z �0 o O W N1 w _ cotD isaj1, J �L O T L co .--� Q Y O m U4-1 Cfl 7— cco r I� r-O N T o) Lo T— T CV lwt o Z M E p a 0 _j Q o � JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 5 r�{r� q �tIPR' 1�1�11'�1'I •IRP- T • • „� +r 1 c C d 5'.4" 1 T-0" H.Bt I A TYP @ 1 STORY S3 U.N.O. 2'-10�" 5'-11 r: ....................................... F`_\=(`�,........:......,,... .. ............... ........... .. .7 -------- f---- \ --. —�--------------------�— ......— _ _ _._. ......� — -�C--- -I---iti----- ih I \ 16'-0" I 2'-9a,. 6'-10" • 'I r 1 + I1 0'-0" I ■ °° SINK IDISP I C0\ A - ND.W. o_ 1III 0 III IB : IL —— —_ J_L—_=_ =J _ _ CHASE TO ISD I / I I I S . TYP @ 1 _ —��_ ----------- rn--= _ — — �— — — — —I: T — — ■ 1 ill \ II I i STORY U.N.O. STEPS AS REQUIRED OPT. CJ — — — — CJ OPT. T eJ— CJ PROVIDE 1 Y2' RECESS � — — — — — — — — I FOR SGD. REFER TO III REF. ::: • • • CJ y I -I ■ • • • • 10'-104" PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND ' ' CONDITIONS u�—• I WIDTH �I� LOW WALLS 1 •: _ 4'-0" I 16-10" 12-10' o INDICATES FILLED CELL w/ 3000 PSI v CONC. GROUT FROM FT. TO BEAM � — — — — —.— — — — — —J W/ (1) #5 REBAR VERT ABOVE SLAB .................................. ........... ... ...... ........ .. .. •. ... .. .. ` I TYP @ ALL PLACES SHOWN I I ................... \ S TOP OF CONC./ PAVER T BE C ■ ■ ■ ■ 4'-0" 4'-4" 4'-6" 01 (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED 0'-0" I HVAC CHASE BELOW FIN. FLR. VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 I STEEL" �� BASED ON SLOPES FILLED CELL PROVIDE Y2" x 9" 1 \LOCATION RECESS FOR FRT. POOR C? \ 2'-6"x2'-6"X1'-0" FTG 1O I I S3 b 25'-1O� 8" 9'-5$" W/ (3) #5 E.W. 4.�.. `n "°° 7L&&JN I —------- — — — — --i—I— — — —�I .. _ ......_. -mac I CJ CJ � •� .. I (2) #5 REBAR —jinI 00 TYP @ 1 STORY S3 SCC U.N.O. _ S3 VERTICALS w I �ri I AHIJ I I FILLED CELL 12'-6"x2'-6'x1'-0" FTG :: _ _ _ _ _ : I ; ^ 3'-5" 7'-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. I W/ (3) #5 E.W. G • � �, �.� � ;— _ _ _ _, _ _ _ _ I : -3 1!2" (2) #5 REBAR �,� � � � S3 L J 1 11 F�� 1 SLOPE I Av Cn VERTICALS in FILLED CELL I I - r� I OPT. D I I PT. W : 5'4" 1'-10" T-6" I o II ilcj ■ . CJ — CJ rn 3-1/2" MIN 3000 PSI CONC. I I 2'-73- 7'-10" V-I': EDGE OF SLAB 2" I I iD T SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I I ' K J iv 3-1/2" MIN 2500 PSI CONC ,�, • - S3 10 SLAB OVER 6 MIL VISQUEEN Cl)^ S3 (' VAPOR BARRIER iv ■; I I BUILDER TO 0'-01, PROVIDE (2) #5 REBAR I I APPLIANCE VERTICALS Win 4'-0" 12'-1" ' .� �-' PROTECTION FILLED CELL I /'W.H. WHEN REQUIRED ----------�— --- —�/► _,_,�/1----fL�-- • \nyyi ------�' ♦—i —sue— PER FBC -- — ------J - , �J . ,e•, . , r.. . r r r . r r , , . ... .:. r . , . .•. . . . . . , . r , r:, . . . . . . . . , co ■. ,:, . . . . , r , r . r . , r .:. r . , , . _� ■ ■ ■ ■ q H.B.+ S3 TYP @ 1 STORY 5._7Q" 6-4R. U.N.O. 6-0" 6'-01, 6'-0" 6'-0" 6'-0" 6-23g" 7._ig 8'-6" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WJVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF — �� w z wCn _j CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf, bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" lzlRagrr � '••. K =: u; E•SIONi •�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to F Q 0 o f co n m r at p N - ap aJt j. 0 Lo u_ ) 0 C ZR it t a U �r`-LL mcvoaa mvLvi�LLLL �[ w 03 O —vim 0 IiL 7 2 r- (O m 0 J W Z IL �rnrn a N cr) a' rn 0 Z 0 C) co W 17-�l] 0 Z � z QNLO J V V) _ N z 4 fLj N u r e � p U LU 8 L,r) c 'd '. � — E w� I t c rR • -o 0 s�o ti o CD W 0 tz� d 0 E U �0 a0 Z0 0 0 _ CL O U ¢F �U O 0� C) Nw i Q2 o 0 W Z ¢W w� w �C _ z ox U m0 zz z 3 . m aw Q W Zz W ci 3 0 LL <o a0 �w 4 �z � o w� >_ t0 za a 03 ^ ' Y ' O r n W N Of l4 M 0 L > J T .-. •- CN O a to L) CO T co _ (V T .�CD T T � T T_ T 00 E M z M Z C E E O H � m C a c00 ¢ o JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e I 2n I 2r 3 3e 3r 10 HIP -35.94 49.57 49.57 49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or tom" EXP. 1 (3�/16) TILE: 15532" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. GABLE ROOF > 20 TO 27 DEG. [4:12]-[6:12] Vf LII- I VVIVIVCt+ I IVIV L+RVJJ-f1CrCnCIVt+C MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 17 EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. _31- (A) OR 2 PLY WRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4 "=1'-0" y.0 Nc.. S•' r " G -O ,�* F U U .o f9 ''i✓,�trtllt)tii!'�l�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a � v E n o -8 Neat v 0 � m m 5 �n w s oc LL w rN C) a uYyf a J Lr_ tl W S IQI^ V Z �„N� ` mc�' O 6C'4rp LL O � a, W LLoo "Z N d a N M Z O O UL U y W Z N � Z $ Z r; Q tl � ti N Z � cn w � p a)u O w $ C7) N C y U_ (� U c w E 8 •. m l = t N Ol o M w co o� Z � w �oo >� a'R go O E U w azoO i2U 0 �U O� z O E N ap_ <S °do �w L c6 N= o8zz H O mi F a z " Q W z NJ 3 a3 a va o4�W z ao W �LL �3 0o Lull �? a tD z< C Ocm i d c� L ' J T tv 0 � C to U CO r cc = N r .T� T T T 00 � j M N 0 M C E Q E vJ to C FLU O J 'O m Q 0 C J JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load .0 afe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 013/1 T 81`32 1 B/1T I FORM do GROUT SOLID 0 +• Lu J � � V 0 #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. =E 01 =EMS W=11 121 TYPt L)t51UNA I IUN #5 REBAR MIN. AT TOP (i) REO'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED LEAK '" STEEL LINTEL a R = RECESSED QTY. OF #5 A a REBAR @ BOTTOM A OF LINTEL CAVITY 2 G ° M.U. #5 REBAR AT TOP Q w e` a MIN. (1) REO'D ° 4 1-1/2" CLEAR ° 8F16- B/1 T U a Q = ° e a A e z GROUT D i0 n J Q Q L QUANTITY OF NOMINA A 5 REBAR AT � 0 9' 4 C.M.u. = (nv) r j #5 REBAR AT WIDTH BOTTOM OF a z _ TOP LINTEL CAVITY W o NOMINAL-° OTTOM (t d o � Q a'j Z HEIGHT REINFORCING PROVIDED IN Z r'-- o w aD D 7-5/8"ACTUAL LINTEL ¢ _' CS 3 i� 5 REBAR AT BOTTC ¢ 2 �° �, �t' AS INDICATED 8" NOMINAL WIDTH (VARIES) Cnn i?s t6 MATERIALS c-i-f precast lintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to fhe Steel Box lintels prior to applying the cementitiuos coaling. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" ow �• LID. `; ��� °• F L. G To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A W H Q � of tp P' O N C3tNp Q '* 4) •g ao N se LL W �rC'4ivLu 2Sz LL13d Y Q J uJ. LL 5 a LLJ Z `°�°' O �0 �@�(° Q'OJJ ILaT' 00 Cl)U) to NZ d' 0)O = N O U U rVit W ❑ ❑ ❑ c9 cl Z N � Z � Z o a v J too - N Z v U w m N w N c X W w = zr ._rg 0 • c � Of ch o _ s 0 �o a O Coa Cof9 I-cerE 6 52 wp U zo ® Z�zo D ado d4 �ZU ¢N L ro � 10 U W0 g Z Z (A N '� " m ^ 'a w z i a U z go W fl- � U > � � o a mw �= 0 o �z a� zla �o 3 2O 2 �LO J CO 0 i � c I� > J T O U C m U ~ � Z r co r = N r T Q � T T LO ci E CV CV) z E Q E �; `a 42) ra a .. 0 � Q p 3 JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. 8 "' I'.7-rl'r�al 1a f 14P NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/7MS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APR) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4, MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 X" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318, 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wlThin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed beore exterior so treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation, Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 21L91194 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. v ' j �O • � �✓ "• 4 �J 4� S10 ,.O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � QN 0 ti of n N N J Q fD t rnNo3' it LL a LL ul C J ! LL a. Y W y tl. /Q V J zZz Z L fah O Vco O �S fo CS u` JO J m¢ W Z I LLa LW C"!fN.,z �fn0 Z pV U�vvi ❑ ❑ ❑ cD Z N � z � 8 Z n J 13C1 N - N � o w U " 0LL,g U') Lr N U w J I U �2 c Q • N W C', M O 11 2- E z� �� w° Zg �e Q O E V 00 I_ C � ao x�U oa �¢ Q ZO E ooz a0 ttZN ¢wao R n' NY z U 'm m� O Oz Z z in a�i J a ^ OW W �z W 3 �g 111111111� F H a x zI< � 3 �L J C rn fa 0 L > J T 00­% 0 U m U ~ � Z = N T .� O Lo m r 00 L j M d T' o E E 10 c c a U _j Q p JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 1 11 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-0" o STUB -OUT FOR 0 o o LO GAS METER v 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10' @ 24" O.C. 131-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). "* SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking ltse T' 11ndl nails at R' n r._ �✓ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM F w CONT. #5 > STD. 900 BAR HOOK W� BOND BEAM STEP CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max ��• 4 max. Q - Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener - 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI5000s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d -8d 9-1/2" 2-8d 2-8d BCI6000s® 11-7/8" 2-8d 3-8d BCI 6500s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" BCI60s® 14" 2-8d 2-8d 3-8d 5-8d 2-8d 6-8d 16" BCI 90s®5-16d �17/8" 3-16d 3-16d 5-16d 16" 1 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A 1Y" ROUND HOLE MAY -� 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: 'DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10 10d nails. \nstall tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs, Install tight to top flange. kBackerBlock",__I�__ /4"-2" gap 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p o 0 depth 2�4 I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. SLEEVE THRU STEM — 7F '� 12. BELOW GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR---'•• a . • • • • FOUNDATION INFO STEM FOUNDATION GRADE .a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION ° e d L a a �t e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE G 14, rA e ° d °' a ea L a a T� a a III' r a SEE FND. PLN. SIZE & REINF. • �•. FL �: �r q •'•.. . OFESSIO 0�/f!lfjl9fil�tii 1 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q n 8E n O R J V C co, O' cb C LL '5 n N O LL a d Y Q J LJLLL a. LU Z m� o0 5 O: W j•�Ntp X OJ J �2Z rn ¢Q ?• tL Z a N L,Nj z LY N O U U J N W ❑ ❑ ❑ N z � z J a N � M z -0 U' o C1 a--+ t'6 U c ''' e is O_ g W $ t, c '. U Lu ~ - L "�' c rnn � soo W z M _ 9 o E E ZO fo YN �R E U 9rd o, 52°_" Uo ¢ w° a z E N � 0 ao K �z ra N aox 1 = o Zz z � 3 °� az Z z U �o W �w t0 zoa ;o a O~ � za o3 �L J Orn co L � c I� co T .-. •= 1z ,Jc N O a T CU = CNI vi T V/ T Y/ r 1 r 00 � j C CM 'Rf r o w Z N E O � N y Z as Q. E o U -1 Q 0 _J JOB NO : 21-5016 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -iTyP7')VARIES INS 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > o °6. SHINGLE ROOF, SHINGLES TO • e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I I I D WILI I I /1=01 oD3161-CLASS 11 F, IN ' I I I °RIF ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 11 J T I RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12Z'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK Wl 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL NAILER STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 'E M - 6 MIL VAPOR BARRIER D COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON CHAIRS TYP. 4' V-8" (2 STORY) DETAIL) U.N.O.O U _ TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS 4 DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS z SEE A/S10 R J/S6 I J.!- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. <R 5/8"OR 112" HIGH STRENGTH ---' \--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE —� (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"A2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY„ SIMPSON SP1 w/ (10)10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND -IFELEV. U-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ELEV. 4-3 1/2" z �31/2"MIN. �31/2"MIN. A.F.F. 0 ° ° 2x4 CONT. ° ° ° Ow ° e ° ° _•��• ° ° ° ° g ° ° ° ° N °"(min.)- 4" ° y ° GARAGE DEPTH VARIES ° ° ° r3l'l2"(min. -4" ° 31/2"(min.)74' 9 (2) #5 CONT. q„ 1,-q„ 81' -4- 81, N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL 0 STEP 0MI SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 cOOs�GV�E�,� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t�E NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M J�o s N J LOAD BEARING OR INSULATION PER FBC AND ENERGY N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING Ir 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c`l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# ) SPACE ANCHOR SP1 SPACED EVENLY FIBERMESH BAR - _ .. BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - `" 2x P.T. PLATE ;. WEEP SCREED INSTALLED _ END OF 2" x PLATE WWF OR FIBERMESH TYP. '- ASSUMED FINISHED PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR o ° t GRADE n t+ N z_ GRADE 40 MIN. Fy= 40ksi � #3 & #4 LAP SPLICE a e OR STEMWALL M o FINISH GRADE w A.J 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy-- 60ksi] a [ I _ 9 — D r z — MONO FOOTING MONO SHOWN ° o o0 W o ° — — ' t> `� O0 6 MIL VAPOR BARRIER D ° r" FOR CLARITY ° ° #5 REINFORCING BAR R 1 7/8" _ _ _ _ _ I —III —III —III —III —III ° ° _ _ III=1 I=1 I=1 1=1 I 1=1 11= ? z #5 LAP SPLICE — — 2 D �° I . NOTE: *FOR BEARING WALL COMP. SOIL. (COMPACTED TO -- W W/ UPLIFT ONLY _ _ — — _ =' 95% MODIFIED PROCTOR ASTM mum D1557) —III,,-III—III=III=III=III=III=III=III=III=III=III=III=III—'' 4" 114" i'— FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S� SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 'v GRADE 00 EEL II 11 III I' _ (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' 00 M • 4" r I • •~ I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALP& INTERIOR A. a -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m w fb C F- -� N M 6 MIL VAPOR _ BARRIER r �:•sue:•:r��:•:��w:��•:•:��.:•:•:.ate •:���:•vw•:���,:•:�a� REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I)il 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" MIN 7/16" O.S.B. SHEATHING o.s.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o Uj CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2„ GYPSUM WALLBOARD U.N.O. O FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 C,4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH Cl) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 ON 3" CHAIRS 8„ (TYP.) 1, -Y1' 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� r WWF OR FIBERMESH SEE A/S3/J/S6 -- I r7"" ► = 8" FOR REINF. INFO. II OPTION #1 SEE TYR WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /� SLAB STEP & RECESS as S.G.D. / M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND r PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. c—'4 ' 00 9 GRAD d ° M d 0 ; I I I=1 I a °• I=1 1 z W1=1 i I —I I I —I I I W 00 0(wo_ I I °� 11=1 11=1I 1 z z FOOTINGLU III III —III —III —III —III III=1 I —III_ BEYOND PAD REINFORCEMENT -I—III—i—' 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ;;�''` SRO N yN .tea � � • ••• SE "••••' F LO• • A v �. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W h c, E �p Q p N N CD J 0 N6 r J tL ; �, �°�LLW M Q ei CN 0 LL a Y ass JLLLL � 0° �Z�yy H• 7 '� CN V7 m J rn W Z ILW 00 Z a N Z y O Z p U U � vvi cD z Z pp np Z iZ J R E3 N - N M z o LL l w W 0 W p V1 un c y '. U � LLJ J EE L 8 !Ij U � Q N � soo o CD C`M') W z LL- E w� it� 0 E u rIt cu 6 - w° <= KU V w r 0° p z O N@ L ap < z (Lx tt W w �� y> � � - Qp �0 �x i mU z H a- °0 &W sz ao W o �LL J � o < _ w � I1 �t sir za 01 U3 2O = 120� J O 0 M L � c I� co C m U CO N � W �. N 0-0ul r E M 1W Z M E E O N d c c a U -i ¢ o JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( •)� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM EVENLY E SPACED EXTERIOR FACE OF BLOCK EVWALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRtOR� FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (nrp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .+� . + . STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD �' 1.4 A -_ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\L-ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 ■I�!�I1i11�!�I�I�!��I�■ .. .. •. - ' . 1 • • • • • • •' • • ■■_ ill ICI■ -1'�I� IIII-j MEN -�'I�I Ill II-� -III '��I-' NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL, NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. [�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T Uj r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE ; .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° a SEE FPLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMEINSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C P') SEE ELEV. SCHEDULE) SEE CONNECTOR (SEE ZT�y E DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIERi�A SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS [BLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8dREQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD N 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK MP — A I T I /A A I I A A/\\ /r A A A A/\ \ Ir\. /\. I A I I ---A.. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 a \--NAILED INTO . TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RNTEES SP4 SP4 SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ki TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. 2 & NUT ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD o o L o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a boa a Q a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 '.oai1111lilt SRO W ��f''di ' ti rr .� e < �• ro 1 o �o �� FL �91* ROfiESSIOX4 11'loss", To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW o E �p .4 O N N J 5 0 « 6 c 00w � 5 i LL u LL ,n a _3 a W 0 11 Q: t.•�CO c��O' m O J d Z L W co N M Z p V tL N O U N Z W z N Z n cl- N z u-o a) �N � LL 4-1 �N U I11 o A —� O \.0 N �Ln C N w U EE ¢ N o slr U W M o l o zo aE21, 005. H oo �z Ru oa �� ¢ z Oo N �T a o adp d �w —,. L (p C ¢ o � H V mg o O Z F Z _ q m <W 23 0- oa 5s a -z W 3 LL� O 4? yo � a x mi ila 3 J �C) �U-) 0 ai "m c� L J r Q D 0 � C U Cfl ... �a) Z �' t0 r = 04 O7 T TV_ N Lo T T 0r-0 t! M T N ZM E Q a o U _j Q p JOB NO : 21-5016 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1O/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1 Od TOE NAILS @ ' AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS @ 6 O.C. wl 1 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9e IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1l2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. [MOISTURE BARRIER 1 Odx3 @ 4 O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 65 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 65 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR ON SHEET N AND TOP SEE STRUCTURAL CHORD BLOCKING `" NOTES AND NAILING INFORMATION `D SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 " (2) 16d NAILS -WOOD TRUSSES 2"x4"CROSS BRACE APPROX. 8" FROM z! -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) \ t BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS -2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ; O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS Z 11 1 1 -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL wnrI wuuIw­�u /CDA!'`C AC C4J /l1A/AI C(lD 'I_ Di V1 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL/"6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12)10d NAILEACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION K**"33 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION yr r nF_ v^o r uMrv11114M r rv11 tom. I . I. �. ��-• •.• . _.. _ - r 2x4 "T' ON TOP OF PANEL) L 2X4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. 65 SCALE: N.T.S. S5 IINIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL N (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. A S5 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD 1L BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LI I■I I� mm NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION tW eeo ro,�J� 0 .... P !' S v G �2 :J r 4 F L 04. ••.,, ,. �?OF l i l0�o� `` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H Qo o E m mti N V N J Y 6 J LL W ���� LL W am�C:)v J LL a Z YSs L A v � ° W'� _ � J W L - — -L' a Z N Z �' �„ O U v _jy Z O 131313 W z N i7 z � <C o J a U) /� ./ r - N z V C1 0 1 ' N u- . j y 0 w v) c U � I LU E t $ U � U) �' e Q c Q Y co � W Z Z= i` LL E wo -� -° > alz Z® E_'6 O F° ,6 <=w� 5 ° so z — O N i a� 4 z o W W aI r W C <o Y m0 Z 1 z - C J �x �m <w sW � 3 �`- Z g o W 3 3 o �W w ~ J � CD JW � ~ '_ CCD O � z < a 0U ?i L J 0 m m 0 L c > J T � 0) N O a ° C m U CD .r N T f6 r = CV r T 00 j M T E "t Z z E O iv co a E o U _j 'Dm Q p dui JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. S5 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 APPROVAL FOR CONN. 1 x4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO TAGGER STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. �� 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2° 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO , BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS T-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4„ MAX EMBEDMENT INTO ) fF 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d - NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B —�— VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK 0 ±5^ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE.- 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: H) REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" J] H e �, ►. p ► A ► .° GRADE M R z Z_ •►'' ► (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2N BOT. PLATE W/ (2)10d @ 6" O.C. ` �R ` #5 REBAR (TYP,) ' ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED eD 90- HOOK (TYP.) ` 2x BAND JOIST W/ FACE NAIL 10d CHORD, YP.) FACE NAILS 1Od @ TRUSS VERT. WEB Ell, :71 METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS ' +2" NOTC �@ @ FIRST COURSE ` fHE ' S ` ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCC 1.1/1Tr A �rl n\A/ SCALE: N.T.S. ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOWL LCONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 1 ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3A" = V-0" (**) FOR ALUMINUM SOFFITS >1'-4" REV. 03,26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF .2 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" V�RNq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + LFNOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + TRUSS + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . EACH TRUSS CONNECTOR • SEE LINTEL SCHED. IT PRECAST LINTEL I , IJJJIJ� SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: '— CFF CHFFT M ANr) z O U_ O w H M U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' z., ' • •. OVERHAN : e' A,' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" \IPlt•1 >►' ► '•� • ►.. [:�: #5 BAR �D• ► 1.0" • D * CENTERED W/ g ►.;' �► IN TOP o ► : ' KNOCKOUT / i14 CHAIR BLOCK 14 MONO FOOTING --TU SIZE AND REINF. PER PLAN •' ° AND SECTION DETAILS - LE .► •. C AN FILL DIRT Z ,• ' STANDARD CD #5 BAR IN a 90r HOOK c14 FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I h- EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. rqs ,l�,i;t„illll��rr 8R0 W NSE�. I Lo �i���ROFESS1O1% Ne//111111111k \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W R Lo n E Co S cob N_pp't N - # LL v 0 N �_6 _ `2 u� 00 Q LL d a tY� JLLLLdwS Z 0 L aO��_ 0'i fO S � (0 N t0 0 � J W Z us Ci a co z _j 'n N MZ 0: to O Z O V 5 -, W ❑ ❑ ❑ cD � z N z � � Q_ J 91 Ln - N r, z C1 N t� " 4 -+ r'D � u, � a U O W s N YZ N c U J E s 010'. t Q Y so 19 M 10 z Z 2 a �o U_ E -Z o- >� �R z® O (6 V Ca "'? as X 0 a 8 on: 00 oU 0 ZC O E N i ° ap as az aw yd ro �Zz U ms F 0 zN N J W.m . o o aw Z z ao W a� U ?� rcs LL 1W x. o y W w 2 F ;o x c0 V' 0. za a o u3 > Mf J O CO rn 2 c� L a) c � > T Q � � O � U m U O (D �TT CU T = N VJ r E Z T 00 L j M T E N E Q '� d Z M E JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONYBE . NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ... ... .. 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� ---L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE ITEM (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 S GIT & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM •k , 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIESs ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d- COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPF TOP INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR OILTOP PLATE BELOW OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. r; SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE M CONNECTION INFO A OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM -J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER q /— CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4• (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS' ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH L B FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE �— 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. -PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS 'N"'j DETAILS &SECTIONS 0011111111/!ll/��`i 16?- WN 6�'40 U 4o.h pF f L 0 ''' ,,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E R O 8 ti N '� w d c J u Jwa Q �nm dNv -aY J LL - a W �0 z SD. °' � 2 1 19 ro w O Z LLW. Z�zQQa a W< S 00 ZQ 0 U 0 _j CO W ❑❑❑ z � z z - N z v �N f6 U w � 0 s un cLn as U d w J r g ! �� U '0 <c � - IdQ Y *� 4 W Z Q J U_ 21 E O x Z . w g� � �® 0 E wO �0 X Ofu 01oOU E a&Zo o �N oZ<. 10 (q ,_ _ .0 U NO mo oLL Z z Q! J Q W so i� `% aw O¢ Z �O W a � 3 �� 0 yw k �j W = o w� >_ a za °3 T . J S T M L c I� > (6 J T Q •— Y a) 2 N O 0 m UCAI � T M r = N T� .�CD Lo T— CO j T— E Z Z E E O E N �' w n U J :2o 0) JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. D1 tY z THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' MASONRY WINDOW BUCK i 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "^ WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 o 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT G le SELF-ADHEF Q SELF -ADHERED FLASHING OUTSIDE CORNER W U) m WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4, ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other sueFLooR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 2 O sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. no SELF -ADHERED FLASHING ]s CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �-o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ExTENDAMINIMUM6" RELEASE PAPER TO ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as oTTO OF ALLY FROM THRESHOLD flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings > 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING m 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. <:> Ji2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING ETCH IHERED FLASHING 2 4 5 g a II �� LU a PLASTER STOP = W CONTINUOUS BACKER =. U ROD & SEALANT W LU cc �- Cr W �3: ° A (n d a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster •1 :. . • • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 0 N �o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tl! � H o E p M r m t0 f` ik C N C N J IQ y (0 y C0 20 �j J 0- 0 U) IrL - ui .4 0- u 13JLLii � =v 0 o �Z_y 1i cc "0I.- t '' Q N (p J "j. IL IL 'o d M J a to 0 'o W ❑ ❑ ❑ U 2 Z N M Z Z r; J rz v, U) N - N Z � (Dra- o 4-J N -.6 0 a �u W M -u O , g N c 9 U �- - pE L 8 zfj� Q Y so o i�i i w Z M ZO Zs wo oaZE E >^ i dwa'z O <LL ¢t®�J12@ RU:, a oE O ZZ awq WC Yoz o. Z, Z N Cn J ". <b aw sZ d 3 1 0 n0 �3 LL1W W V Ww o �Z " C� O wCC) ��¢ 7 r .0 aIX w 0 OV3 J E Lf) rn M N 0LL a) c r*-. > ca J T .-. a) O o U CO r to r = N O T o Co j T r .4 N co "Itz° cc E (= `� rn N � it E U � Q p c � JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. W P iiWli Lot � ;UI_ - 1­&,,MALAIail Mountieg Brack*U (10 Gaugei �t +1t2ex+1ol2-121 �! Bach Cross support JiMay bo cut tD W) See Algal 1 /r Dia. A325 fTyp.) 6 VtaNget v ' #14Sejf-0lri�Iif�i Screws 10-5/8" A/C Unit Owturll Edge r Hurricane Strap {7ypkah3infri l) Washers FrontC oss:Support 5elt-10 Q NLns - lserzl be, cut to w ) Left Bracket(16Gauge) 014 Self -Drill" StmwsThru 5ratkets 8 Balk Goss Supoort Into A/C Una Bottom Side (Typicah 3 each side far hurricane use) ULU41MIM abtdCMMI& Oat rMUW Wdh cab 14UIl1tlae Jlsa tat %p = " soqww Flo ride Department of Business & Professional Regulation Page al Bullding Codes orld Standards I&M21 Product Approval Application Detail Foollne4L!?icApoMa L1lt TJ(pj Vacation, klarufedurr COMad EripNrw ilJsnrn. validated av VaIlEalotl alEmltt.tl EaC Amrotr aalrsa A1Nrmation 2020 Bead Vent Products, Inc. Michael Graham Names F. Narero P.E. Locke Bosa}9n P.E. 12162020 122612020 12,29=20 Approved Ca"I'dry: Sormra Oampeneata (877)4414MB PE 73776 (3341300-1800 t w"ogmr- pf duos meadaeed asa Ral f nfooilismansentcan New TcchnaOgy compliance Method E+al elk n Report 1narn n Ron& Registered Architect of a Licensed Florida agwgtLbgomk Professional Engineer Seal fir. Aporuvedlor Inluma Use Aoproyedtoruaa Damsel, MYNZ Impact 9Wstaa Iomm > alu 1 BrmdVe t Mock 01540.510 Duel Fukhdbr Flood gird Vedilelion Vera 17I3ifz a Yes Yes NIA +100I 2 SrrkemVerd Mudelf,1540-511 Duel Fundba FIgdd.rd VedFl.hpn Vero 1Will fl 20 Yes Yes NrA +t clol 3 sareartVeM Mods1#1541i Inwlet dFbptl Yand 12/311/1 0 Yea Yes MIA +100I 4 Ismaili Mooet#1540-521 Insulaetl Flood Vain 121312020 Yes Yes NW .loltoo 5 smarNeM M.la11115aQ324 16&wa; Garage Dula Flood Vert 1N312020 Ves Yea N)A WA 6 Srnfil Model 01540470 Woo. War Insulated Float VeM 17212020 Yas Yes MIA +t00F 10D 7 8nnrlVeM Motlel #1548574 14.58quat G-94 Deer Flood Vent 12f312020 Yea Y. NIA WA Florida Department of Business & Professional Regulation Page I all Building Codes and Standards IA4 J21 Product Approval Application Delell Enmor Bltt Do*Penckm 20 TY VMWon MnaifxSUsr Carded ErMnarA.IU vald" dRV ideleld Submitted FBCAmnl" AomOwl am - Ravel. 20Drexel M 20 etals. Ind. Jason Shumate Zachary R. Pried Locke BOAdr1 P.E. (IRM612020 OMW202D OB20202D 101132020 Approved Comm; Rpdkng f502) 303.1511 P674021 (334) 300-1800 Swat Milli Meal Retailing )snurratealkeama.com Ompgersce Method Evaluation Real dorm a Florida ROOStend Archked are Licensed Florida Frdea.kdtal arglneer (aualwAmranm ApOrowdlorUse AmwW far Use laripast Do" 311119 ceteadam eimRk lDlmmi orbkraa rp nim 1 nrasal Motel Ropkkng 3pbns DUC'JWNSL Dt4C 15088, DMC 175a, DMC 2008, 1 N31 IM5 Yes No NA +01.la0 DI III Florida Departrnant Of Business & Professional Regulation Bulling Cozies and Standards Product Approval Application Detail P.O.1 d3 imam Cod. Da, Forcing FSC Anatervat pare 2.12111 Vell Coal fincilinner iLlca­ vacated Ew Sfsubmitted Actual Rod R.l 2020 Therni Corporation elm jam, Lyndon F. Schmid, P.E. Ryan J. King, P.E. 07232020 07/122020 07292020 10/132020 Approved Caagry: oEven. Delon (800) 843.7626 PE-43409 (813) 787-6555 =iECa•B•7 sangeg Easels Door A.ternbFes slospereall"an Wru.eo Cmplinu Me®OE:EWesIbn R.Pol acme no �lorda RepaOend NchrAct. a Lbm*d Florida Professional Engineer Oseety As uffame Atnrswtl for Use AOWM2 for Un Iwo Design 2110 PIM- a- Nnar a Meer. Product ow In HIM ouudd. RemstmtYSIMaL 1 a. 7h.rr ru Fibm-Clam. end Senoae-Mer Moll6tA7g;6 &ql I.M t8qud; Dpeque 12431021 No Y. Yea WA Compaeks Edge Fbagiase Snge Door (InswngAOut g. X configuration) 2 b. Tnamhe-Tru FW -Gessk end 5mdM-Mr Normal eascia;a AwdimpedaqupL Opa u. 120312021 No Yea Yea WA Composite Edge Fberliaea Shah Door aflh Skaltrei Nnm�nglouiswinI XO. OX a OXO conflguraaars) 3 c. Therm.-Tru Fes-0asak end 9raotle-Ster Nmhinel 6a#3e;s &wort, lmrad&quot. Operate 12/312021 No Yes Yes WA Cool Edge Filing.,, Double Dora was or without saate4 (naeingrcutoI XX or OXXO cenfid-bon.) 4 d-merme-Thk FiberQaaek and 5moom-Star homer ajura 0all lmpeaad-.Co. we 12f312021 No Yes Yes WA (Arnpoia Edge Fiberglass Single Door Onswngeo-erg: )(cnOglMkn) 5 e.'fherma-Tru Fibe CJoes iced SndNh_tar mo inalaa&W;Oaqud;impod&qud.Dpgre 12f312021 No Y. Yea WA Canpoate Edge Floali Single DOor with SNeMds) Dnerkry0utawina XO. OX or OXO computations) e f, rhanrol FlbrCil. 4 SmooerSdr Nann.l 8&M,O swot lmpd&qud: opewe 120312021 No Yee Yale WA CanpaKe Ewe Fbergase Double Door with or without Solari (nswno(Outtwngi XX or O)= confla.lotins) 7 g. 7rnrni Fper{lwrc and Smooth -Star Nominal G&On;s&wd; Impa daqud;Quad 12131=1 No Yee Yes WA Canpoel. Edg. Fb.rgl... SriDoor (mawagOWwerl X _11g+ntkn) 8 In ThennI FimFCiesat gib 6mpolh4A.r Nanny Sam;& Woe Imp..udl Gazed 12/312021 No Yes Yes WA Canposto Edge Ftm= Since Door wile skaaw.10-ng)Duta g XO. OX or OXO coliguratin.) 9 I. Tilerllla-Tru FWr-Claaaie and SanodR9ar Nohna6as3aa swdkimpad8qud;Glued 12J312021 NO Yes Yes WA Composite Ewe Fiberglass Double Door ma a wthcut Sddta (nswng7Ou(swng XX or OXXO mnnguratlns) OtmMA=ffwv lacerated tor Use Aoorpwd for that knit Dulan n gig Ipal'7al! I,HVIi Ourteudis Hl postal BuaYn 12 I. ifherrrla-Tru Fbat-Clasde and Smacl Normal$&"So &watlmpdagml; Cleared 1201 No Y. Yea WA Cdnpotte Edge Fberal Double Dear also, . Yhom silence answngrOutswng XX or I configuration) February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategoryfSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING lhennaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc £07,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243e5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E . OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 Be SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0(-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 Be UNDERLAYMENT'S Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stone Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTOR_ S/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc.. Truss Plates FL2197.1 - FL2197.5 N/A 6/3012021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Applicatlwl Detail Parts a3 in2041 [My Do Deft IIn teat MGM YaamO AID contract validated 9a v iia m i iotal Esc A-rad21111111 R-isbn 20" Thermo -TN com mien ai Avrson Lymm� F. SiRE Ryan J. King, P,E. 07Y22.2020 DWI2,702b 072waa) 1N13)2020 Approved Cateoay: Eetaria Doan (900)843.76'28 PE-4340g (013) 767-6656 Subcategory: S bark Elden D14a.Aasamblles slasprsn@thrmatru.cp Compltatga MOmd; Evaluation Repo tom a in Florida Registered Archted or Licensed FlorlOa Professional Engineer boa M P[g(lint Mudd: N mba or OUIIM Product Dasalotlm Assurmu AncroYed Ta Use Amroted lin HVI li Duiddo for Use NYl(Z Impact )$ant III rf29lSf4 1 a Theme-Tru Fiber-C1Ksic and WWII NdNnd 661W &wminlpadbqud: Opaque 12131120211 Yes Yes Yes WA Coo poll Edge Fiberglass angle. Door (Ineeingonum41ng; x-"gtndan) 2 It.. Th.mn-Tru RbarCleam end S.-th-Seer Nanno(e&43g:05 pot;kpng8glat Opnqua -12)31=21 Yea Yea Yes WA Ompodte F,6ge Fibrglass 9tnpfe DoorWkn ✓9defili 0rvwingroMralre XO. OX or OXO caing,m i 3 c. Therme-Titi Fber-Gaadc and Sinnott -Ste, M-1.al a8R3g;8 Squd;iripeto cl:Opaque 4211 Yea Yea Yes WA Com).". Edge Fiberglass Double Door wither w&hout S)deit. tlnsvin0)CVtswin0. XX or Oxw cweguneto, 1 4 d. Thermal FlbnaGaaFleand Arno thi Nadnd 9&#;.0&qu tlrnpad&quok Opaque 12^392021 Yet Yes Yea WA. Co mpeata Edge Flharglow Single Door (nswingKMs'4ilq; X cmeguratlm) 5 a. ThermamTru Fber-Clasdc and 5modhStar NiminN 8&#1 syd*rpad&wot.Opewa im112021 Yes Yes Yes WA Composite Edge Rherglass Boggle. Door With Stlel*.,$ iinsvineOutsi XO. OX., OXO for- nsl 6 t Thefma•TN Fiber -Gawk and 9nlmttFB[ef Ndrinal 88#39:08:Wtd;BnpecWtuo. Opi 127112021 Yes Yes Year WA Callpodte BOO Flbwglan Doubt DocrvAth a wtb out So lkes (InsrtmingAXAs41ng: XX or OX%D owrowrtdt4ns) 7 0 Therma-Tru RberClKsle and Smooth -Star NmNnd 664139:86,qud.11illpacAquot Glazed 12r3112021 Yes Yea Yes WA Comppdte Edge Fiberglass Slop. Dour (hsvtng(Oufiral l X co,lguoill 6 h. noma ru fiber-Cluslo and Smooth -Star Mari 6&#3g;&"":knce'squot Glazed 1211/2021 Yea Y. Yee WA Composite Edge FiberglassSoge DooWith Scatters) (.IMwligladswim: W..DX or OXD configuration 9 -I. Them»-iiu Fb.-CI.W.I nd Sm-m-Star N..*W 8&#1$qud: padaqud: Ghead 12IS1f2021 Yea Vela Yea WA Conpodte Edge Flh.glass Double Doa'.im cr wthout Sddtes(Inw0ra ONawing XX or OXKO conflgumi to 1, Therma-rnl Finer-Cl.to. and smpdh-StOr Nomnol 880139p &q d;htpadaquot: Glazed 123112A21 Yea Yea Yea WA Conpodtn Edda Ricaiii ss SingleDoor (nsarnglout-ving: Xconlgursdon) 11 It. Therma-Tru Fber-gasSc and SmoalFStar Nannd 0411 Squa,in"cl6Wot Glued 12G12021 Yes Yea Yes WA Corporate Edge Fiberglass w Single Dooran Sldelill(I-MI- 0uewire; XO. OX or OXO Configuration) 12 I: Tharna:Tru Fber-Clasdc and Smooth -Sr Nomnd 86939;0 &cpta:tTpacl6qud Glazed 12MI12021 Yes Ya Yes WA Corpoate Edge Fiberglass don11e Ooa'with o '.U.d&dark fln-inglVaitauing. XX. or. OXXO conflglydlarl 13 m. Themhs-TN Fiber -Classic and Smaoth-Mer Nal filA&qud,"d&[µtol Clio . /2312021 Yea Yea Yes WA Conpodte Edge Flbagia. Single DoI &qudNm-lmpect&quota Sdata(al Oxod&qu laguradorla) NaH 14 n. Therm-Tru Fhar-Clesale and 8mgdh-Shr xl6 ;s &qvd squd;slpadsgaoh Opaque 1Xi12021 Yea Yes Ves NA Crnpaale Edge Rb.10.. Dduhse Dora wqh aqu a Ndo-ImpoicAquct: Sidon (InwalrWOut o ing; OXXO con0guration) 15 c. Thenno-Tru Floc-cleasic and smooth -star NOrdnd aiMiKi aqud;knpaswti Opaque 1=12021 Yea Yee Yin WA Conpgdte Edge fltiergiess Single Dow with &gId1!Non4mpsd&qul MOelli (nsWinglOuewllg; XO, OX a OXO cmbguradons) 16 p.The-.Tru Fo-CI-1. and 8-th-Star Nadnd 6&I&quat:"dklquot; Opaque 12/512021 Y. Yes Y. WA Canppdte Edge FTberg*- Double Doc ith &w d;Norlmped&W d; Walk- dn.AngiCutasmg; OxXo eonowm kM) 17 q. Thenn-TN Fiber-CIKI..rd Simmer -Mar Noll III A &wt:14-Imp.-blount; Opaque 171312a21 Yes Yea No WA Carpdate, Edge Flbergless So pie Door (nsmaglout"Ing: X cnigura6m) 1s r. Therme-Ttu Fbr-Conk and Smpdh-Star Nominal G&VM;8 ap,a;Nit,-InpaC{bwa;opaque 121312021 Yea Yea No WA Composite Edge Ricargla-Si Doorwth Sldallool (InstdnWizewire; Xo. OX a OXO coifignalns) 19 s: Thama-Tru Filer -Goads end trYnodtrSar Nominal 681W8 "o;Noro mpact:Wpl; Opaque 1=121:21 Y. Yea No WA Corrpodte Edge Flberghas Double Door will or Without Seek" OnpdnOlOdlstin9; XX or OXXO ernllguratims) 20 L Thine -TN FIber-Classie and 9npdh,61car Noi 6&AKI awd;Narine sct&wol; Opaque 12J3112021 Yes Yea No WA Canpeate.Edga Finargleaa Single Dopy (h-ing0utawiig; X ernlgunii 21 u.Themia-Tru Fiba-Clessc.nd Smooth -Star Norma satei&quid;Nit-ImpacMgl Opaque 121312021 Y. Yea No WA Cnpodte Etlge Fiberglass Snge Otmrwkh Stladasl {InwlrgiDdsairg; %O, OX orOXD coniMurdlalsl 72 v.Thersu-Try F9»r-psadc en05mobM-far NmVnd 8801,39U 8:rata;Ndrimpaet&agC Opaque iZJ312021 Ves Yet No WA. Composite Edge Fibrglasa Double Doawith o well out Edell (mswingloutsvdng, XX or OXXD cn0guretinel 23 w. Thermal Fibr-Ctessie and Smooth -Star Nadnd 6941 &gedt:Nolmp.0Aq ; Cleared 12G12a21 Yea Yea No WA Canposlte Edge Flbargi- Single Door (nsrongrOubving;X confparetinl 24 %. Therm -TN FIW-Clsmdc and Smooth -Scar Norl 6s#39A Awat,N-li p..'Awd; Ghzsd. 12/312021 yes yes No WA Ce O... Edge Rbergle.s SYngie.Ddawth still (InsalrillCludoIng; XD, OX or OXD conflWrNiana) 25 y. Therm.-Tru Furor-Classio and &noodl-&ar NmVr1d 68038;88gtltAon-Mipaa&laud: Glazed lMlRB21 Yes Yes No WA Canpow. Edge Rherghes Douok D-,M or Yoh out Walk- (InwingrDutaMng, xX or Oxxo configuration.) 2e z.Thelma-Tru FlIber-Clossi and Smooin-Sar Nal 8811 lLigiia;Pion-Impact qua:.Glazed 1213112021 Yes Yea No WA Conppdte Fog' Fiberglass single Door (ns4ing/Odawing: X contguramon) 27 zit. Therma-Tru Fixr-Clasalc and Smooth -Star Norl 89#39p hqud;Na1-ImpAU&qud; Ghad 12312021 Yes YK No WA Corn.- tO Edge Fiberglass Single Door with Sdel oner OnsMn91OLAmIr9; XO. DX OXO -fol ima) 28 zb. Tharma-Tru FlberClaasic and Smooth -Star Nciind.88#3g;08qua;Namlmpatt&rMd;:Glued 12G12a21 Yea Yea No. WA "Compparte Edna Fiberglass Double Door with or Wthod Sid.1"a ilnswing(C is ng; XX.OXXO -recursions) Flodda Department of Business & Professional Regulation Building CONS and S s nclards Product Approval Application Detail Page 1 six tpdml Date Panel- go Zol Yeniah eglYiii En & Uc-to Validated So FF �� Ewa Revmian 2020 MI Windava.nd Doors Went Stenger Luis Rol Lamas Eleven M Uron. PE 1OW2020 IOIO 12D20 16A90020 12MUM20 Approved CO.pay: Evalo Door. (717).365-3300. PE-62514 (717)317-8454 SrECat.grry. Siang Etferio Door Assail 05alingetQMNN.cem C4trpiki fNehod Sniu rti n Repot tom a Floild. Registered Archgedora. Udmsetl Florida. Proreesidnd Engner SapL $.duet Madtl. Nunhr.IMme 9ue11DL8asurance t:mtr.ciEmirilah Oa. AoaawcifeeUs. Assarandf I,,HWZ use Imput PfWSrlt tow- Pre -- 1 9ERIE942Q.A1UMINUM SGD SERIES 420ALUMINUM SOD OXO 12012024 No Yale No WA 145.3f4&qud0(80&qud NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420ALUMINUMSOD OX XO, XX 121312024 No Yes No. NIA 98&qud;z8oealuot NON -REINFORCED 3 SERIES 420ALUMINUM EGO REINFORCED SERIES 620 ALUMINUM SGO REINFORCED OXO 12/312024 No Yas No WA 145-3i4&qudpk9 M,qu": 4 SERIES 420ALUMINUM. SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 1MI12024 No Yes No Ni XO. XX866qum-a":qud; 5 SERIES 42DALUMINUM Sol REINFORCED SERIES: 420 ALUMINUM SOD REINFORCEDXXX 121312024 No Yes No WA 14WAL.g;u96&grol: gig Florida Department of Business & Professional R uiadon Poll d, Florida Department of BLA7lrress & Professional Regulation Page 1 ors Building Codes and Standards PJlP11 Building Codes and Standards Iffli Product Approval Application Detail _ .... _ _. _ ` _ °_ _ Product Approval Application Detail Goals ➢rt! into of t2a90a ➢ra 1-1=jiiil it t able ]g)M Yram ianuFaucri la 6cbror a LltxrsK VEAI"*d erg tl�nted ESC Additional >3@� Yen ml Manufacturer mart Eaalner 8 Ucnnne Validated at F13C Amr"a �ypd as& R¢Us4n Zb20 PrGTlnduatrisa Jens Rosoa'dl A6amFDede BCCO-CER AeaM-[Mots BCCO-VAL 1128/1020 10Ra+2020 .litc 112Y2020 Mpouad Rellsial 21 Wayn6D.Rn, s d0lion d Overhead Door Dwayne Konish John E, scales J." R Arnel P.E, 11Y122020 092912020 10232020 12n52020 Approved clUtal M EVI Done t941) 4a6e100 (T66) 915d590 Corporation (33D)isinit 21 PE-5T737 (904) 821.5200 9tECatag.. Sad.9 Eslerl 111 rAssembles IrosewatdQPras�+ yp(nsc. Calo{roq: Eataria Does dkOmidh®weyne-tlallm c amMileee Ma6od; coNaestlm klan a Usang din auhCetagery:6acinal Exterior Door Assemblies om ComyrltanoeMearetl: Ever..[!- Report kern a t FlodRegistered Aldae Uicensed FloridaQuality Asurs" AeaaadTerUsAoerOwed for U" mma g,M lEndneer ]UNA 4 SGDM570 (Lags Ksae. impact) saroatl E>rtltatia�e 1, ki taalr mmz V.M Ssdng Glass Dollar (141142321 Yes Yea Russians Yea t�aa+(a NIA . OeWau'Assurance Amrpved for lee Amrwaefor lee Impact DR" �ffi$ Product Yodel hkrmra Yams Predict OKcnpi CoreaCfEsiratlOn Doe bNYN2 NVN2: models" C[4.�. 3 8000z81D018200#1105 9039; Nes will 14#39: Aden height, Glazing 1ZI31R026 No Yes Yea -31.00F35.00 wmileDh In top orintemnodide "clM. 10 8000B1000120001123 16ar39; Mat Width. 1481 Max heohl. Glazing 12,31 Q023 No Yet Yes 430.0003.50 &" It" In top or int.mt4Elate section. N N N Cu pCDL a--� Q � O 0 .� CU M 0 - 0 C 0 ca.O o ICU 0 U_ CIO V/ Wcn CU �� Q .� ''I^^ vJ Q Q Z Z W J ealle-oliall W C_ cia > O C�L a< L U O L OL `V a..4aa O L ICU cw c (D W z J Z Q J SHEET SHEET NO. PA 1.0� L Flonde Dope rtment of Business A Professional Regulation Pybl al BuikRng Codes and Standards srmz, Product Approvai Application Detail EmNr or , cite pmdnt my itsrn AlaglOariYtlL Contest ErtofroardlJemu validateEW YalitlW IL&Mttd FaCA=Oval Reusbn 2020 CurreagvIst oAAD(a. Inc. Toni RgW UL LLC Troy Bhhup, P.E. IVID2020 17Aln020 122VA20 AAP-ad Catepdy: E#orlor DOOM =t 494-2813 (954) 54741880 &*CZ#prr- Eatenpr Door Canporwils tesn.naay@asaesolq.co Cr aplMnee Mmhoct CwMwdon Walt or Liehg m OudO Assurwo Ag wMfa Use Aaroadfatiso Imp Dealer, $aaQ $fl01it1 0 S f.Ei ..Qtl! in HVKZ outside lllKZ R,ddad I - at 1 607.747, 71 757, M. and aSingle and Part of Ft. 0. Glazed, and Louvred soak anti Peers or imla025 Yes Yes Yes WA Doss hollow rn tM dons. Florida Department of Business & Professional Regulation rage I a2 Building Codes and Standards 152071 Product Approval Application Detail Is III it lntkv or gals Plata Dm P.lradDD B73 mm Veralon contest kiRMI d W FaC Ani(ace Operni-all SAWL Freustan 2923 MI IMndoas end Doors Brent ataugar Amadan Azchaatural Shawn Y Uich, PE 112271020 11221i 112ar1020 APV..d Careagry: Winn rs (717) 365-33DD Manulauturrs Association (717)317.6454 aWCategaii FiKttl bdgingprgmMd.tzrn Comptanca Msam* Cwr58adon Weak or Luling failli"M amok .., ,. ems Prdrt MoOtl. iambi r Naune 91MI�LEBiYgCfd AmrmMdig[llat dDota7M41a.YYu $pMad.. D cahean Expiration Date Jp-KWE IOOBfd Resistant 06Mgn Pressure. 1 165 PN 73 a 72Insulated Glns 0440=1123 No Yea No son -so Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 a 1 I WX21 c. ln1W or !may ,{Iola Dore Patti � M121 Version y Saturn S FBC Ammwl 8egpyyg Sam ReIIII 2020 James Hordes Budaling Pickerels. Ina. Chad Dlrcks V. Andrew Tan John SalMerd, P.E. 01105rm21 12n42020 01.0a2021 cane FaC Awn caleaw. Pend WMIs 1909) 545-a359 PE-81662 (352)367.2528 "Caleprr. gang chad.dlerdre6serr lard CornplMnn Mahod Evslualm Repen tom a a- RadM Registered Mrraact as Ucn+sd Re itla Professional En trrer . OwlbvAssurars4. AkdovedfrUae Agprovadfor Use Imit DOMI Sims Prodmtgod.laeebwwNte ILRva OUbkk III Iitt.U" Pmaure 1 C inplank Lap Siding is - rna t I.P.Mr t 121d12o23 Yes Yes NIA WA 2 HrdsP7ene Lap Sldsg lb.-Mlepaidn9 1201na3 Yes Yes NIA WA Florida Department of Business & Professional Regulation page 1 d 1 Building Codes and SbntlanS nnrm2l Product Approval Application Detail 290 BntW or BYE Beta Oft PKKIM Do Vieniftanyy Sim EnamrALJrars Vaaddd ore zwwdm MOM= LWLAMMML A22am a" ReNaidn 2020 L.V. TAaipaa. lee. M 7tran04ao Ativlaca(rM Tony Chnabnm 2aehary R. PrbM aeon Y lMch PE OW17I2020 09/1 Br2020 06222 020 12175/A 20 Approved Mehra Camparry 1TAMCOt (013) 248-3456 PE-74021 (747) 317-9454 cry,ppry: Roping tarylill k-Mgoem aW Cd4aoM• Roang AconsWo Tat we on Integral Part did ROD" a/dem compitenos Meow& EYaatetm Repon tam a age Architect re ucresed Florida fltrdtle Registered Profesional Engli p Ginnie Assurance AmrowdforUse ADWWWfa Un iM IUD �$ prd.a rrw r..A,rrwme 1, HVKi gamidL mi 9awasial Pre-- 1 TAMCO Flat Top 04Podgn Vad WrrOM. tr Tea 28 ga. •tie rant vaNUMM With baffle 09M US Yes Yes NIA WA 2 TAMCO GecnerJt Vad 25 al. 09,06202111 No Yes MIA .0/ 52.5 3 TAMI OfFRWAR Rod Vru WO Bate 26 aA ddk roofvedhaa wnh Integrated baffle OWW2026 Yea Ya NIA WA 4 TAAICO Round Top Off-Ri*a Vent Yoh Raft for Tub 26 Sid AM roorvenOhda filth bdffe 091062026 Yes Yes NIA WA Florida Department of Business & Professional Regulation Paget sit Building Codes arid Standards an t Product Approval Application Detail ! Mrcumaam= 20 mm Ytttlill 1 S�IiM 4.Y� vdiadd W Vtl O&d a3tWKl f AMcmd ADWW! d swus Re%i" 2D20 Global Protection, PrOdwel LLC. Tun R0119resore WdterA, Tina Jr, P.E. John W. K..IWM. PE ONOOM20 D9p&I 100012020 121152020 ApproW4 Category: aaaars (954)Sae-7545 PE-44167 (Ili 772-8224 a.bcdagmr Sigma Prad9 tarLsbhHiOrl@grepeM.rom cbrtpetama r/mLL EuakrliRk Repel iron a Flodda RegdesedArRdkct or a upended Florida Professional Fsgnew QLWIv A,- Arrevsd fa Use Aeravad for Use hall glisten $!a8 P adr at Yodi ire. r Mae Crvrad Ed eUon Dore In HVHZ $ i Rest Ire 1 20 Geer, Gdlooded 6Yd Sh-PaarslHV)O Carnival CalvehLzed Sect Slam Panels ranked 1=12021 a net by bases to radNrkhurries a praema. Yes Ya9 Year WA 2. 24 Gaga Ga]VM d Sid Slam PaMftAl 2 Ca DMad GMw Lmd aeel: Stain Paned rdsimd 12/31=1 No Yes Yale WA Or rid by imeb to Words hunkau prottom- Florida Department of Business & Professional Regulation Psi Building Codes and Standards 117=1 Product Approval Application Detail Brat 20 20 Din ponclun FBI Amavd 292 M-- Qkb ha Vertlnn Blintinjw= Steed Eak- ALI- VMYded Sir Ytli(M MAMS,9 ,t Resieicn 2024 M(Tdk Inc Erin WMOen ICC Eva1i Sania, LLC ICC EVamaean BOrab, 104=20 og3A/2020 IORIM20 Apprd ed Cassel. nadir Cakpoerts (95za9e-9e35 I.I.C. eta osragai! Thus qua s raldanllinii con (205) 599-gem corrlp im"maeod: 0""' n Report tan a Product E-be non Easy _. Aoorpvsd to Uaa ADaovad for Use -.. MM 2WE Mal m serebrtlitaldi9n, IMe inHvHZ 21MALt= i P-, 1 M189H8 Ie 9a aMr high shongth truss connector pale ON302021 Yes Ya NIA MIA 2 11 18 1e 9A Use Guinness- Plato 0&30r2021 Yes- Yes NIA WA 3 stir 8. 1e ¢ hips SIMI truss connector Pteu 08902021 Yes- Yes NIA WA 4 M74 20 ga Man destructor plate 01102M1 Yes Yes MIA WA 5 till. 209a No sheapth truss cainechr plate 06/30202/ Yes Yea NIA WA Florida Department of Business & Professional Regulation Patti a2 Building Codes and Standard r rn21 Product Approval Application Detail Florida Department of Business & Professional Regulation pag:i a, Building Codes and Standards I152021 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel al Building Codes and Standards I d2021 Product Approval Application Detail Eni or fitly gat! nab Plandrep aft Mail Ytulgn Mantf =rw contact En Mom 6 Uorwe Vdimtd av VitiGSubrnYD4 P6C approval An army ReMso1 ZD20 Florida Maiel phd+ch Inc. Clerk Jones Jam. L. Sucker, P.E-Q a- M. Urhh,-PE 011i D20 C925/2020 101042020 12flG12020 AW.Id Cdeprr adding (904) 783- WO CBUCK Engineering (717) 317-8454 akhCregory::Rooting Apcasmrleathat are an dark@tMnoo:am PEJ1242 Integral Pan mths Roane Stream CanPlo"' U thpd Eaafudlm Repot from n Florida ReglsleredAchited a a Licensed Florida Professional Engineer LyW W Andrei Amroved for Use Approved for 1)" IDpAGt closion Pradutl Yodel Mshbr tr remw r �d's.h. mta �a s - In tlJdli 9�l Pressure n Vale, eat teat a1R MIA 3- F O eof' i Vida oat' Aumi um R a 9 A1r .root taMa 17/3 02$ No Yes Flo 3 l.Aa,IC aq .RV 10 Ridge d m0e Pitch from 0.025' Auminum Qk Ban Version, IRhi tom At An mo Shured and Glass Category. ShutaN arOCdaDoI am Pan Ns CampllM m Mehod• EValation Report tom a Fland t Registered AchBxt r a Licensed Florida Professional Engineer Ing Med•6 Nuner or Ilarrw 1 24i GMwraad gad arm in Flo Ill Department of Business & Professional Regulation Page I a Building Codes and Standards 117=21 Product Approval Application Detail SQL 2D am Due PmdnO Din ErrdnrrAuraassa Varaamd*I VJtltlalat FBCAwmvM AdeprodYtaas Mike-sab&i Frank L. ea0nelb. P.E. Troy El iRE iwa7020 lonsr120 11A/9'2020 12fim"20 Apprewd (561)712.OW PE-004SUO (954)947-0800 ail keb@allemenanMkate waem ,g at A®oved for use Asor ..d for � JMQffi a" - Rotted, 0-naft� Irraof Faofratlrxh tOMe InHVNZ Wants KVHZ lf"Nult iiYWg 24ge GMwM2etl 5ted Sam Ponds 12/3,2027 Yes Yes Yn WA Florida Department of Business & Professional Regulation pagan at Building Codes and Standards IM=i Product Approval Application Data 11 CQgI tJ.IL.QL gtla am Dam Psndrn 20 mm Version Mmufwitarw contact FrMkaffAM M VMlaatd W Validated Ellb d FBC Acei Ationived $ad Revision 2ID20 Weyemaeueer Rob BWrWn ICC Evaunon Sreke. LLC to Lehr. P.E. 101132020 . Applied For cats": 19ftwwwl OOTV rents 4253)624.8478 tBaM839.3288 SubCatepaly: Engineered Lumber Robmt.Saltlwirt®wevertw CemplWnca Mashed: Evaluation Report from 4 eusr.cam 11A65it-as114pduude Product Ewtualkin Enty '... - ;' ' At" Product Mo6L /Anbr a Noma Product dacnpstwh '®vaW As9reMe CoMad Eadr t on Date Araimnd for Ina Approved In HYHZ Gum& for the Imo. Resistant Jjredars, Imone 1 Will -I LW Laminated Varner Lumbar 03Y3112021 Me Yes NIA WA 2 ParMlem PSI Paralal Shand Lurrbr 031312024 No Yes MIA WA 3 Timbrarand LSL Lamdnstadl8trentl Lumber =112021 No Yee. MIA NIA 4 TJ lam Boom sinctudl Composite Lumber aOrbntd Gerard 11313111 Me Yes NIA WA board Rim (loam 5 MAV. hneusr Rim Bnrd Odsnted Shand Board Rini Board 03131,2021 No Yes NIA WA Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 15IlVt Product Approval Application Detail SIMI uitv solo gtlt EODADA Bit Tint Version Mrmrumrr alubirrittod FaC Approval ADam aaw Affirmation 2020 PGTlnclutrbs Jens Rmowdl MenA-Dada BCCD•CER MkmFOode BCCO-VAL 11W5fm20 111061 1111112020 Adlproved Category: Winders, (941) 486-0100 (786) 315-25M ataGalegeuy: areas Hung frDaeYaM@pgrinduabOAF CmlpUrke Method: Coruscation Mark or Users at pFJItmH4�a4sdrrtY- f f AnrersafrUse AmraaWfruse IMet6 0,,iw $tg¢- Product Model. Wall or Nor Conrad attention Date h, NYX2. Outside HVHz fiat i§a.ssunt 2 SH55M (large Wal. Impsd) V" Single WnOW rid- 07130=6 Yes Yes Yes WA Florida Department of Business & Professional Replatton page sat Building Codes and .Standards I151= Product Approval Applic ation Detail Florida Department of Business & Professional Regulation page 1 0T2 Building Codes and Standards 14=1 Product Approval Application Data 11 gait fit. Data.$atYtD 1 Till Vi�t'gn, Manufacturer chat Fanner A License 11IMyad av VWidOW BLbftd FaC APomval ADW,-0 SIMI 1`161AW. 2g.20 .GAF Michael Steh Robert r9elninen Jahn W. Kn caliMch, PE Dw262020 DS21JW20 10N22020 12M&W20 Apprtwed Cassell Rooting (1500).768-3411 PE-59166 (954) 772-0224 SUIPCOagaii Asphalt Share" mstidecall Conniption- MOk d: Evduetion Report from. Flpida RegisteredArdhBect or a l.1-d Flodda Professional Enaher .. .- amp Pro" MdeL NUmbror rid:_ Product 00jecrial Qatar Assurance Caarid Mardian Dore Amrewd for Use Approved for Use lrnpm DNM In HVH Pressure 1 GAF Asphalt Rod Shingles F6rglass rinMad 34ate, lemdnand. 51 and 1217ar2022 No Yes MrA WA hlpMtlge asphalt Mingles Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards 1nna21 Product Approval Application Drfall SY9E armvw 2" gilt 00 Ponelina Do Lw Version. .tom gtmteri EnakerAuiaasse yYI BL VYtltloYSubmitted FBIAdamvM Acisst» Blot,, Rearo(on 2020 Lomance KPI Jolley J-L Audi P.E. &wren M. Urich, PE 1123r2029 112WMO 11292020 ding FBC A(epn Chtepdy: Recall (501)993-6183 PE-31242 (717)317-8454 aubCataear: Reading ACCM2W athat ro an kidney@kmnc�o.com resigned Part orths Rdlno Syer m Cddyllanee Mdhad: Evaluation Reprt Varna Florida ReglateredAreh9ect a a LkenaMFloritla Professional Engineer OubA$armce AROrered for Use Aborawe for Use Innead 1 Ereal ProductD,,tatlmD 2admolummAzz IDA= 9WIUldiaiZ. Resistant Pressor! i Wck-A DdA-4 "TRW l ifi Dedt-Ar DA-4 Loa Press, Polypropylene r4eaec, Red Vent 12A02025 No Yes No-97.51-97.5 Machan,ay A9eehad to Pkywdod Deck. Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards In2021 Product Approval Application Detail 2ft FmtllLot got gig Fa9sEmtlm 292 Ties, VeMIffi ManuYcmrr tag Endluw a Uc se VYMdd aJ yyl yamolted laW Acippi Approved mewl ROMOW 2020 Alpine. Suersl ewd IOC Evdue- Ser.4ce, LLC W iffern M. Rankri, PE i SMAN 1022l2020 i1XJra'2020 11N512020 Approved Category: Structural Cars -rats (321)71D-3377 (407)Sal 4917 eubCdegorte Truss Rake M4NIa@aafleegW.am Conniption- Mehod: EvduMim Report from. Product EVdL"m Entry AMA Prakud.YdatlNmhraitenM . - S Coritred GeVatlon Ode. Abnrmrd fr' Use Amrnud 1XI�V OWdN for use NVNZ la sect, fail Pressure 1 rid/ BCG/Alpfle Higher SOenpih fN &amp; 5) NMael Gomacta Plate 12/312024 Yes Yes NIA WR 2 rTWBCG/Npne Hnip Plate Mdal Gmnsctar flat 12/37/LOPq Yes Yes NIA WA 3 ITW BCGwWerle T.I., Meal Crnmta Plate 17/312024 Yes Yes NIA WA 4 rrW 6CG/Alphse We- Morel Connector Rate 1Z131f2024 Yes Yes N/A WA Florida Dspsrtrnert of Business & Professional Regulation Fatalist Btiliting Codes and Standards 11I Product Approval. Application Detail Gum ill 11 to mubLa INN 20 !gym INA Malyrtla ViNddad av Validated illubirititi sac ADpraael A R*Askn 2020 CAST-CRETE USA, LLC Craig Perrino Mkrr+lil sBCCO-CER. Mime -Dark SCCO-UAL 1120IN20 10a7iii 11272020 Apprord Coital a4uchi d CarnpanMs tali) 621-4841 (786) 315.2590 9uuCMegory. Products lMraduadesa R-lit or peft.6..trek.com NaW Technology Corrye ll Mehod: Comffostlan Mark or using �tlta.Ao a Materialist fr III Aarcved for U, llaga l )Npn !pffijt Adduct MaAeL nisi er Niue .Product D lu WOW. Outside.riYlii Ilattla9t 13s�at 1 11 Strength Concrete Lintels 4. 6. 8. and 12Inch wide. rlYds 65/212022 Yes Yes NM WA. Florida DBpertmertt of Business & Professional Regulation Page, at Building Codes and Standards F., W21 Product Approval Application Detail Typo mm2t m fiberwrivarensir Sorted End[-,& U-, Vdaddd IN yyldm SUlaffirtad ESC.Amrdwp Abcaoi as& Re .l. 20" MI Wtndowa and ODM 31 Stinger American Architectural Steven M Urleh. PE IW0.82029 i0r fli lor"It 2020 Approved Cdepdy; yyektows (717)385.3300 Mmufaeturrs Association (717)317.8454 "Ca*ww.• Halzoreat Sides psmngergmmd.com CarnplhnM Mehod: CadfioaGpn Mark orLh g duelty Assurance Aporovdfr toe Approved for kin Impact Deakat i p jig C Nod Esofrallm halo in KVI otoi, w4a Student prays re 1 HS 186 Fin Md Flange From 73x62 Insulated Glass 02/1S2024 No. Yes No e551-55 Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards 145,2021 Product Approval Application Detail gm finatICLDG an silt Cats Parics A no lypt yq(tlQa Manu!£9 rw tamaa Entities B upside ValleY.d ail yyidete,q p9bmkffi FGC Aopmar Approved AflMlwtlon 2020 PGT Industries Jens Roci is lAamcDen Eri CER MkmHDade BCCO-VAL IV052D20 11 ADEV2020 11n112020 Approad Category: vdnaa. (941)48&0100 (788) 315.25W aubCata2(i Mull ns lresawskl@pgtlduddea0 Comp(iri NoM.d: Coruscation Marty es Li9dng lea . deMbr A,-- Antenas!fr Use Acermrrl for rasa maact laralon Spill Pradud Yodel NunbaorMan as Coned Embatlon Date 1111142 Outside MVNZROWMN JYoss urs 1 WAuMms for At Owl and Windobe AUminum Wulom o5/282026. Yes Yes Yea WA Florida Department of Business & Professional Regulation Page 1 at Building Codas and Standards ifil i Product Approval Application Detail Srg9s sit emW r Rat 291 Ill PNHIM am TIAR VMW- Manufacturer Contact Ll-, Vmdsid W V Susbrilthisell FBCA®rouM Aegin t Ram Reuslen 20M TAMKO Building PrOduas LLC Kern Eden Robert Nkndnern John W. Knon". PE 10042020 09/292020 iGAW2020 12n512G20 Altprwd Caeol Recall 017) 624-OW Pso i (254) 772.8224 MCalsorr. Undert"rva kam_eden@temm.cam CWOILI ue Maewd: EYuaton Reps} tun a Flolkw Registered Architect Pro Licari Florida Prarasskmd Bglwr .. 121111 Product Maio. Manbr or ill= OuarW Assursilwa Ap FOWdtr Uss Assanni for nisi Product nascrbton CWSW Expiration nYa In Mvi Out"HM lmpau ROSISkO posim proatire 1 TAMKO Roof UnderkY-ta(HVt2) Rootunded"riente for use in FSC HVHZ 101182021 Yea No NIA NIA ju dodane. 2 TAMKO Rod Undenayi lNON-14VI.2) RoofuMbdaymente fa use In FSC nap-HVHZ 1W1111i No Yes NIA WA )relic . Florida Department of Business & Professional Regulation pag.1 of Building codes and Standard 19rm21 Product Approval Application DLMall Cale inlet or' 20 flea 096 9wdoa 21M I= Vim- Mmrd turn Contact analknor & uterese Validated By validated lititaftil FBC Asarovd Abigail gwa R4A.ft 2020 Beni Feeling Anderson ROW Lai Unit- Ewaatlon Gary W. Walkr I1d03)2D20 110=20 11A5/2020 Apra* ed Cot."! Rooting (BD1)380.6091 SaMoss LLC.. (205)854-0160 aubCstegeiy: Rooting Tibor RcWnAndelson@boral. o Ccmpllanea Mdhbd: Dia.vilen Report toga m Product Ewdualbn Entry nisi Rn.kmeMddld:_r r. rant _ Prdnd beuiotlae dsMW Afata'aKv cddrrt EmiLim Oita aproved fOr Uae A ApgfeyedTaUri an HVHZ 26bW WM pmPlFt JegitlIDI IktlaD $f he 16 BSXonY-51'ake; Si Country Blots. Stitt Old ErVisb Flat. Prato -Deng, CO 1213111 No Yee N/A WA ThertchSurri. hnpadt 17 GUOnYOW-Ode. Shake&enP: Salt Shake- Fiat Profile -Staklm. CA 127d1Q02D No Yes N/A WA ill 83101hy GW-Stets Sake&erip; Split Shaft Fiat Profit. Risto, CA 1213IQ020 No Yea N/A WA 19 Worty 700-Shake, state&smp SPIR Shake FNd Profile Stwki CA 1213102020 No Yes N/A WA 2D Seanmyy7W-ahakeSde Ornp: Split Shake PlotProBb- Risk., CA 12131,2020 No Yea N/A Tryaor,Hh Ple-Katy, TX 2/3002D No Yes N/A fA WA27 2B Milo LwPrae 12 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail P.O. I er 1 Im2G21 a--e O N ch U Q Q = O O t` C .� Clio U c O O C s` N O U_ CU Cn W CL VJ �J C= -ilaaaaaa ICU U) -tf O -I-, W e� ICU O L- CL CL O U L 0) U m m W z z Q SHEET NO. PA 1.1 'TF.- I ' r It 1 .111 Ir'I Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30UM For car" Inks to All SOT apprdMs /stld below, CLICK HERE For additional Manaori rogrdbg FMaa's 81:e110*01de Rodid Approval System and rvraro-Dade County Nrpda or Ai septasee (NOA), rl ,ru w ERc duce Model. Number or Name Product Dissertation 1 Tien Stainless Steel Concrete 3 Masonry Screw (TTNSS) 1/4" diamelarTiten stainless steel masonry screw ft" Prodiact Up". Numba► or Nama 1 SDIO112DES Outdoor Awards Connect r Screw 2 SDg11ZS09412,SD1011ZSD10212 Strang-DnveSD Connector Screw 3 SD911= SD9212SS Soong DnYa3D Conneciar 5s Screw 4 SDCF224304 SDCF2251Z SDCF22614, SDCF22700. SDCF22858, SDCFMC14 StrnngdlrivisSDCPTim bw-CF Screw SDCF221134, SDCF221334, SDCF271 VA SDCF27235a 5 SDCP22434, WGP22512, SDCP22614, SDCP22700, SDCP228W. SDCP2291Z Strong-DiwaSDCPTimber•CPScrew SDCP22110%.SDCP=i 134, SDCP271400 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo4lsad Screw 7 S0525112, SIUM134, SDS25200, S0625212, SDS25300, SDS25312, SDS254i 2, Strang-DriveS08 Heavy -Duty Connector Screw SDS255M.SOH250m SDS258M 8 SDS251128S, SDS2520WS, SOS25212SS, SDS259005S; SDS25312SS String -wive M8 Heavy-0utyConnector SS Screw 9 SDWF2716, SOWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SOM Ftoor-to-Fbor Screw LFLiF70w4w Product Model. Number arName 1 ATR3t8, ATRI/Z ATRM. ATR314 Threaded Rods 2 ATUDS, ATUp&2, ATUD6, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2 BPI/2, 6131n-3, BP5/8-2, BP5183, W314, SP319-3, BPRTUD3-4 gearing Plates 4 CNW3111; CNW112, CWV318. CW"4. CAAN518-1/2, CNW3 V8 Coupler Nuts 5 CTUDW, CTUD05, CTUD66. CTU075, CTUD76, CTUD77, CTUD87. CTUD86, CTUD87, Coupling Taka-Up Device ,CTUD88,CTUDW 6 N% W. N5, N6 Heavy Hex Nuts 7 RTUD(i,'R7U058,RiUD4,RTUD4a3, RTUO5, RTUDS, RTUD7, RTUD8 RalaheTmgTake-UpDevice 8 TUD9, TUD40 Take -Up Device 9 TUW38 Take -Up Washer iD URSS 3v8" Uplift Rod RunTredown System 11 URS4 112" Uplift Rod Run Tiedovn System 12 IJRM SIB" Uplift Rod RunTledown System 13 URSS 3/4" UpNk Rod Run Tiedown System PLIM0441-RO 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hole! -down 3 HDQB, HHDQ11, HHDO14 Hold-down 4 HDU2, HQU41 HDU5, HDUB. HOU11 HOU14 Hold-down 5 HPA28; HPA35 Steps" purlin anchor 8 LSTHDB, LSTHD8RJ Stop hold-down 7 MASA. MASAP Foundation anchor strap a MPA132, MPAI44 Strapertyle purlm anchor 9 PAIS, PA23, PA28, PA36, PA51, PASS Slirap4lyla purfin anchor 10 PAl1t PA14 PA128, PASS Strap -style purlin anchor 11 STHDIO, STHD1 ORJ tyie hold -dawn 12 STHD14,STH0i4RJ S1rap-etylehold-down Simpson Strong-Tie2020 FBC Approved Products Updated 12lJ012020 For dreel Inks teen SW swords listed below, CLICK HERE For addtiareaintarmabonregardii9Hardee Statewide RodudAoprwdSystem laid Mmfi4DadsCountyNoticeofAcceptance (NC04) 2iQLHERA, 21 LBseHeshangers Top flanigo hangars available in width of 1-W16" apd heights ranging from S-W" to 15-1i8" 22 LBAZ series hangers Top flange hangers available in width of 1-9/1e" and heights ranging from 9-W18" to13-118" 23 LEG3, LEGS, LEG? sense hangers Top flange hangers avaiable In widths ranging from 3-1/4" to 5- 718" and heights ranging from 91to 33-1/7' 24 ME135, ME437 series hampers Top flange hangers available in widths ranging from 5-1 W to 6- 716" and heights ranging from'9"to 32-1/7' 25 MIT souse hangers Top flange hangers available In widthe ranging from 1.811 &' to 5- 1/8" and heights ranging from 9-114" to 24' 28 PF. PFB. PFDB, PFDSB series hangers Top flariga hangars available In width of 1-W16" and heights ranging from 3-9/8" to 7.1I8" 27 RR Ridge ranter tormector 28 V*P series hangars Top Martge hangers available in widths ranging from 1-9116" a 7- i/FN and heights ranging 9-114" to 32". FLalltgla$¢ Anj Product Modal. Number or Name 1 ABA44, ABA44R, ABA48, ABA46R, ABA68: ABAWR 2 ABU44, ASU44R, ABW6. A81.146R, ABU55, ABU54 ABU65, ABU66, ABU66R, ABU88, ABU68R, A8U1010. ABU1010R, ASU1212. ABU1212R 3 ASW44Z. ABW44Ra. ABW46Z, ABW46RZ, ABW66Z, ABW68RZ. A8W7-7 4 AC4, A11741R, ACE-4, ACB, ACBR, ACES 5 BC4, BC46, SC4R, BCB, BCSR, BC;8, BCS2-2/4, BCS24VS S C044; 6848, GB48', CJB69, C886 7 C&WA4-SOS2, CBSQ46SDS2, CBMWSDSZ C8SQWSOSt, CBSQ88-SDS2 a CC, ECC', ECCU Series g COO-SIDS2.5, r=S0S25 Series 10 CPT44Z, CPTBaZ, CIPTNZ EPB44 HPB46 11 EPB44A, , EPSW 12 EP94Z 13 LC844, LC5W 14 LPC4Z,LPC0Z i5 MPOW, MPBr382, MP8se 16 P644, PE44FL P848, PB86, P86OR 17 PS844A, PB.S4e. P&9D8 is PBV6. PBY10 19 PC4tL1& PC46-18, PC„48-18. PC94-18, PCWIit EpG44-16; EPC48-18, E2C41i18, EPC84-16, EPCOS-18 20 PC4Z, PC4R7, P= PCBRZ, PCBZ, PCBRZ E704Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z, EPCBRZ 21 PPB44-4Z; PPB44.6Y 22 RPBZ FLS11 B66R5 ANI Product Model. Number at Name 1 FJA, FSA 2 PRFP 3 GH46.8; i 1146-8i 044". GH48-6, GH4105, GH410-8. GHWff,AH66-8, RH68S, GHW 8,>3H610-B, GH810-5 4 GLBSA, GL65B, GLB5C, GLB5D, GLB701i, GLBTB, GLB7C, GLS70 5 GUST512, GSLT812, GLt3T518, GBLTelt 011-911520, GBLT820 8 HGlUW HGLBR HGLOC. HGLW 7 HGT-2, HGT• HOT- 8 UFP10-80W a URFP Pmduct Description Adjustable Post Base AdjuMable Post Base Adjustable Post Base Pont Cap Post Cap Embedded Column Base Embedded Column Base Elated a+icatm cape with W1 ranging from 31/4" to 9-irP and W2 ranging from 35/8" to 7112' Screwed column capavflh W1 ranging from 3.1/4" to 9•1/2' and W2 ranging from 3.5/8" to 7-1/2" Concealed Poet Tie Baas Embedded Poet Bass Embedded Past Base Eanbedded Column Bass Light Post Cap Marmot Post Base Embedded Poe! Base Embedded Post Base Round Post base Post Cap Post tap Post Base Re" Past Base Product Description Foundation Anchor Flat Reboi'ti Foundation Plata Girder Hanger Gkdam Bearing Plate Gk4am Bearing Platte Heavy Glriam Bearing Plate Heavy CtiderTiadown Universal Foundation Plate Universal Rabift Foun dation Plate Simpson Strong Tie 2020 FBC Approved Products upfstedl2rJorzo2o For Career Inks to elI MST approvals Rated below, CLt. CK HERE Faaddtional infmnation regarding Product Approval &JsMm and Mani -Gads County Nalthe or.Aunzaptaece (NOA). COCK HERE FLfW 0446.R6 aa Product Model. Number or Name Product Deserinlon I A21, A23, Asa A34, A35, A44 Anger 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, AP844R, APV066, APB86R, APB88, APB88R, APBI010, AP13101OR4 APVS44, Outdoor Accents Post Boses APV544R; APVB88, APVB6eR, APVB86,APVWSR, APVB1010, APVBIDIDR 4 AP0JT24. APDJT2R-4, APDJT2-6, AP130211-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Amends Dock Joist Ties APVDJT2R-8 6 APHH48,APHH46R,APHH610,APHH610R Outdoor Accents Heavy Hanger 6 APL4, APLB; APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-m-Column Ties 7 APLH24; APLH24R, APLH2S, APLH20R, APLH210, APLH21 OR Outdoor Accents Light Hangers a BVL.F Brick Verlee►Ledger Connectear 9 C13T2Z, CST4Z Concealed BeamTies 10 CJT3Z, =42, CJT5Z, CJT67 Cbnceatd Joist Ties 11 DJT14 Melt JolstTie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Cljrs 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2:ST, He, H10A-2, H1 US, HI 4, HGA10 HurricamoTea 17 HCJTZ Heavy Concealed Joist Tas I HH4,HHO Header Hangers 19 KBSIt Knee -Brace Stabilizer 20 1,30, L50, L70, LOU Angles 21 LCE4 Post Cap 22 1.153011.550, LS70, LS90 SkewoblsAngles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSW2812, LSSJZ8RZ, LSSJ210LZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSRIA1, LSSR21, LSS11 37,'LSSR2W, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevwbie Hanger 25 LTP4; LTP5 To Plates 27 ML23Z, Iv[24Z, ML287, ML28Z, ML210Z Angles 23 MMHa Roof Tle-Dawn 29 MMHG Hinged Roof Connector 30 MMLLM. MMLU26-2, MMLU28, MMLU28,2, MMLU210, MMLU1211. MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC_ RBCP Rua Boundary Clips 32 RST-s RaifTie-Down 33 RTC222, RTC42, RTC27, RTC44 Rigid Tie Connectors 34 $TC, STCT. DTC, HTC4 Truss Clips 35 TJC37, TX57 Truce Jade Clips 36 ZZ,Z4,Z44 Panel StiftnerCilps FLt1464117•RS Sea # Produat Model. Number or Noma 1 AHEP 2 DSC211-SDS3, DSC2L.SD83, DSCSRSDS3, DSCSL-SD83 3 GBG 4 HCP1,81, HCP2 HCP4 5 HHRC2-2, HHRC4Z HHRC42-2 HHRGV1 81, HHRC44; HHRC5.2513.25. HMRC5.373.1Z HHRC66 e HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 1-81.128, LSSLr2A, LSSU210 9 T3E4,TBE6 10 TC24. TC26, TC28 i 1 THA29, THA213, THA218,. THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422. TRAM,,, THA422-2, THA426.2 12 THA11.air22, THAl2.06122, THAl2.1122, THAI222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA2% LTHJA2% LTHMA 15 THJM2-4SD83, THJM2.5-SDS3, T4JU26, THJU2&W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 15 VTCR Simpson Strong Tie 2020 FBC Approved Products ONFor career Inks to all 881'approvals Isted below, CLICK HERE Far additional "arnnpbn regarding Hollows 8talowile Product Approval VAtArn antl Mlsmi bade County Updated12f30ra'c120 (NOA),.!"L rSK wswa FL#t006-RS aft' Product Model. Numtxaror NomaProduct Descricallon 1 Or, STS, BTH BrickTies 2 CMS712, CMST14, CMSTC18 Called Shape 3 CS14. MS. GS18, =0. CS22 Cold Straps 4 CSHP18, CSHP20 Called Straps, 5 CTS218 Compreasibn(TensionStrap 6 DSP, SSP; TSP Said to Plate to 7 HI, H10A, 1-125A, H3, He, H7Z, H16, HISS, H16.2, H1&2S Hurricane Tin 8 HGT-2,.HGTA HGT-4 HeavyGirderTredown 9 H$24 HurriciatisTie 10 HSS2.8DS1 5. HS62.2•SDS3, HSS23-SO53, HS84-SDS3 HowyStud Shoo 11 HST2: HST3, HST5. HSTe Straight Stamps 12 HT816. HTS20, HTS24, WS28, HTS30, HT=C Heavy Twist Strap, 13 HTSQ18KTZ.+4TSQ20KTZ Heavy Twist Strap 14 I FrA Light Floor To Anchor 15 LSTA9, LSTA1,2, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 St eofit Straps 16 LSTW,LST173 etraghtstraps 17 LT620, LT640 Bridging 18 LTS12, L-TS16, LTS18, LTS20 LrghtTtmstg(mv 19 MGT MadfurriGirderTiodown 20 MSTV, MST37, MST48, WOO. MST72 Straight Straps 21 MSI`A9, MSTA12; MSTA15. MSTA18, MSTA21, M9TA24, MSTAW, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTQ40, MS'TC5Z WC66, MSTC78 Stredght Straps 23 MSTC4883, MSTC88B3 Pre -Bern Straps 24 MST126, M1ST36, MSTI46, MSTI60, MST-;2 Straight Strap 25 MI`812, MTS16, MTS18, MTS20, MTS240, MTSW, MTS30C Medium Twat Strap 28 NCA2x10-12. NCA2x12.1Z NCA2x8.16. NCA200-16, NCA2K12-18 Bridging 27 RCWBIZ RCWS14 Wail Bracing 28 RPS18, RP822, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPi, SP2, SP4, SP8, SPe Stud Plate Tie 31 SPH4, $PH6, SPH6' HerevyStud PlatiaTte 32 SS1.5, 562.5, SS3, SS4.5 Stud Shoe 33 ST9,.61-12, ST18: ST22, ST292, ST2122, ST2115. ST2215, 3TS215, STB224. ST8238 Straight Straps 34 T620, T627, TBMI, T133% TB42, TB48: TB54, TB56, TBW Tonsian Bridging 35 TWB10, TW812, TM14 Wall Beading 38 VGT VGTR, VGTL Variable Patch Girder Tiedown 37 WB109, V19108C, WRi26, WB126C, M143C Wall Bracing Product Descrllutton 1 C13H2.37x5.5, Cal-12.37x7.63, OBI-12,374.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag StrirtCrmrieclaes Gable Brace Connector Hip Carrier Plats 3 HGU3.68-SDS, HGU5,25SD .. HGU5,50-50S, HGU5.62SDS; HGU7.00.SDS, HGU7,25- Heavy Hip to Ridge Connectors SDS, HGUO.00-SDS 4 HGUS series hangers Hip Ridge Connector Ratter, Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU562-SDS, HHGU7 00-SDS. HHGUY 25SDS, Light Slopeable/Skewable U Hanger HHGUO.00-SDS Tom Roaring Enhancer 6 HHUS28-2, HHUS28.2, HHUS210.2, HHUIS46, HHUS48, HHUS410, HHUS5.50110, Truss Cop IHHUST25P 0 Adjustable truss Hanger 7 HSUR, H,SUI- HSURC, HSULC series hangars Adjustable Truss Hanger Sized for Worsts Skewed Truss Hanger Muliple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU282, HTU210 2 Multiple Truss Hangers 9 HU. HUC series hangers Trues Spacer.Restrami Variable PIC+ Connectors Valley Truss Clip 10 HUC01 B1,9SDS, HUC01:81111-SDS, HUCQ210.2SDS, HUCO210-3SDS, HUCQ310- SDS, HU00410-SM, HUC0412-SDS, HUCQ5.2ftSD^,s, HUCCk425/11SDS, HUCQe10- SDS, HVC Q612•SDS Simpson Strang -Tie 2020 FBC Approved Products Updated 12/30C2020 Far dtrect inkstosil SSTapprovels Isted below, CLICK HERE For additional informationregardin9Flpnde's8talewdde,ProductApprovalSystemandMami4adoCountyNoticeofAcceptanceINCA).QarLa c, 14811,R5 FLtn JW Product Model. Number or Narne Product Description 1 HHUS210-3, H}4US210.4 Joist Hanger. 2 HRSS, HRSB, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCO210.3-SDS, HUCQ310-SDS Joist Hanger 4 THGBZTiHGB3,T1HG8H2,THGBH3,THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SOS4.5, THGQH2SD53, THGQH3SDPA 5, THGQ144-SDSO .bat Hanger S THGW", THUM-4, THGW4-3, THGW4A Joist Hanger FL*11473-R5 ,,ea E ProductMotlal. NumberorName Product poscriction 1 DETAt20 Daub* Embedded TWO Anchor 2 FGTR, FGTRHL, FGTRHR Ceder RahoLrt Anchor 3 Hit RIBS, Hi&2. H18.2S HurriceneTie 4 HETAIZ HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALi2, HETALi$ HETAL20 Embedded Truss Anchor 6 HGAM10,HMO Masonry ratrofitconnecors 7 HHETAi6,HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, L0T4SDI3 'GirderTiodown 9 LTA2 Lateral Truss Anchor 10 ME-Al2, META16, METAIS, META20, META24, META40' Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Mawhry 12 MTSM16, MTSM20, IHTSM16, HTSM20 Twist Strap for Masonry FL0111496.15 JW Product Modal. kumbar orName Pmduetttesdazon 1 DTTIZ Dock TensiknTie 2 HDt2, HDi9 Baked Hoidowne 3 HD38, HD5B, H076, H09B Boll d Hold" 4 5 HTT4, FTf'T , FiTTS-Sidi Tension Ties 5 LTT19, LTT20B, LT1131 Light Terrslon Ties FL.#1308-R5 Eta aR Product Model, Numbaror Name Product Description 1 SB51Sx24, SB7/8X24, SB1X30 SB Anchor Sacs 2 SSTB16, SSTB20, SSTB24 SST828, SST834, SSTBW, SSTBI5L, SSTB20L, SSTS24L, SSTS Anchor Boles SSTB28L FL11138724R4 3009 ProdUdt Medal: Number Or Name 1 CMST12, CMST14, CMSTCI6, CS14, Mt CS16, C320,.GS22 2 HRS6: HRSB, HRS12, FHAS, FHA9, FHAl2, FHA18-FHA24_ FHA30, MSTI26, MSTI38, h61-140, MSTIeC. MSTI72, S)MST27, SIMSTST WNW48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30G 4 LSTASO, LSTA38, LSTI49. LSTI73, MSTA9, M5 CA12. MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAO, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24,'ST292. ST2122, ST2115, ST2215 6 LSUBH3.257 SUBHS25, M5UBH3,25 7 LTP5 8 LTS12, LTS18, LTS18, LTS20 9 MSTASO, WTA3e, ST8215, W6224, STO, ST1Z ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, SYW36 11 MTS12, MTS18, MTS18. MTS20. MTS30, MT824C, MTS30C 12 S`81.51lS/81,81, SWAG, Si82.37, SB2.56, S82tf8, 5183.12, SA33.58, S1133,62, SIB4.06, &B4AZ SB428. S164,75; S/85,50 13 SfBA2.12/8, SBA2.12110, S/BAZ X112, SMA2.12/14, SSM.1818, SeA4.18H0, SIBA4,1812. MA4.18/14 14 WA 15 &HW S1HD8B; S/HD10S, SiH0108, WHDi$S, SMD150 16 SHDU4, SIHOU6, S/HDU9, SHDU11 17 SJGII, S/HJGT Product Da9cNtitlon Called Strapis Steps 97 mil (12 go) Heavy Twist Straps Steps 43 mil (Itge) Straps 33 mil (20 ga) Bridging Connector Lateral Tic Plate Light TwistStraps Straps 54 mill (16 go) Straps e8 mil (14 go) Medium Twist Straps Top Flange.knst Hangers Top Flange Joist Hangers HurriconsTio Holdowns Holdowns Joist Hangers Concealed hangars Face-mount(OU, DHU) and top -Clangs (DHUTF) hangers avaiable in Aidths ranging from 1-9/18" to S41118" and heights ranging from 9.118" to 23.15/1$". Face -mount hangers. Facamourrt hangers available in widths ranging from 1.5/8" to 7- &B" and heights ranging from 5-W16" to 12-718" Free mount hangers Face -mount hangers Sirerwad face -mount hangers available in widths ranging from 3- 118"toy-IM'and heights ranging tram "4/ 'toi5-3wl- ConcealedfiangeVersion (HSURC, HSULC) available .for all double 2X and 4X models, only saute flange as. concealed. Face -mount hangars Face -mount hangers available in widths van ging from 1-9118" to 7. 112" and heights ranging from 2-718" to 19.1 /4". Concealed Mange version (HUC) ovaiable for all models hav4rg width equal to or greater than 2-9118" Face-mount'hangars Simpson Strong -Tie 2D2D FBC Approved Products Updatedi21JIMMO, For diet lnksto ill SST approv is, IOW below,.CLICK HERE Far euldbonal information regarding FIwda's aatswdde Product Approval System and M1ami-0ads County Notice o Ar za"ca IWA), ca QA&M, 18 SILSVt.55, SII,BV1,81, SILBY2,06, S&EV2.37, 51113V256, 5A.BV2.88, SiLBY3,12, Top FlangeJoletHangers S11013.58, S1L SV3,6Z SILBV4,06: S/LBV412, SILBV4.28, S&13V4.75, S/LBV5.50 19 S1LTT20, S VTT2Z, S/HTT14, H174, HTT5 Holdowns 20 SN!Ve0, t11MST72 Strains; I Is mil (10 go) 21 SP4, SP6 Stud Plait Ties 22 ASP, DSP, TSP Stud PtatorTles 23 STC,DTC Trues Clip 24 TO= Truss Brace Diagonal 25• TJC37 Truss Jack Connector FLiN3904-RS Sda# ProtludMetlei.NumbarorNamo 1 F>'CONr9-82-S3SHDG, =;vl4.e2-SDSHOG, CCQM5-50-SDSHtie, CCTQM9.62.SDSG, CCTQM4.82-SDSG, CCTQM5.50-SDSG, CODOM322SWG, CCCQM4.62-SDSG, GCCQF�bt1SD6Ci. 2 ECCLOM3.62G-KT, ECCLQM4-62G.KT, ECCLQM5.50G-11T, ECCLLOMD3.62G-KT. E0CLUOMD462G-KT, ECCLUQMD6,60G-KT, EOCLRONW.62G-KT, ECCLROMD4.62G- KT, ECGLRQMD5.50G-KT 3 HGUIW.25, HOUMS.50, HGUW,00, HGUM7,25, HGUMS.00 4 LGUM26.2, LQUM263, LGUM28.4, 1-6UM28.2, LGUM2". LGUM2a-4, LGUM210-2, LGUM210-3, LGUM210-4, I.GUM46. LGUM46, 1-GUM410 5 MBHA312M.25, MBHA3.12J11 25, M81-1A3.58r7.25, MSHA15619.25, MBHA3.58N1.25 MBHA&136M1.88, MBHA3,6&14, MBHA3.58116, MBHA3.5dMS: MBHA5.50/7.25, I4BHA540/9.25, MBHA5 50111 25, MBHA5.5W1.88; NW ASSOM4, MBHA5 501It MBHA5.50118 6 MBHU35M.25, MSHU3.5Wl.25, MSHU3,5&I1.88, MBHU&5&14, MBHU3.56MS, MBHU36SH8, MBHU5.56r925, MSHU5.50111.26, MSHU5.50)11. lit M8L11is,60/14, MBHU5.50/16, MBHU5sme FL4143975-R6 Product Model. Numberar Name 1 SDW22300, SOW22338, SDW22438, SDWZA58, SDVV22W0, SDW22000, SDW22638; SDW22834 2 SDWCIUW. SDWC15800 3 SDW lWWDR SDWHIC40008, SDWH1g600DB, SDWHISOWDS, SDWHIPIOOODB 4 SDW-127400G. SDWH278DQG, SDWH278MG, SDWH2710003, SOWH2712000 5 SDM1621Z SDWS16300, SDWS16312, SDVW16400 6 SOWS11980Q SDVVS19712, SDWS22400,SDWS22500,SDVVS12512 SOM22500: SDWb'22600, SOWS229OR SDW8221000, SDWS221100; SDWS221200, SDWS221500 7 SDWS7 WODB, SDWS22400DB, SOWS22WOD0, SDWS22800D8, SDWS72800DS, SDVVS221000DB 8 SDWS22312DBB, SOWS22512DBB 9 SDVIS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS276WSS, SDWS2780OSS, SDWS271000SS, SOM27120068 1D SDWV13400 11 STN22 Fl.#16363-1113 Product Model- Num bar W Name 1 AS IS. AS `!&", AS I SSe 2 AS 20HS 3 AS-20 4 ASHP ProductDescriotion Masonry Plat Caps Masonry Piet Caps Heavy Masonry Hangers Masonry Basin Hangers Masonry Top Flange Beem Hangers Masonry Beam Hangers Product DeeerWan Strong-DnveSOW WP-PLY and TRUSS-PLY,Sa'ewis Strong-Drke SOWC TRUSS Screw Strong -Drive SMV H TIMBER-H EX Screw Strong-0rive SDWH TIMBER-H EX H DG Screw Strong-DriveSOWS FRAMING Screw Strang -Drive SDWS TIMBER Screw (Intence Grade) Strong -Drive SDWSTIM13ER Screw (Exeter G rode) DutdoorAzoots Structural Wood Screw Strung-Drtva SDWS TIMBER SS Screw Strong-DriveSDWY SOLE -TO -RIM Screw Outdoor Accents HeK.Nead Washer Product UMAntion 18 ga TrussPktas 20 ga. High Strength Tiirss Plater 20 ga. Truss Plate Hinge Plate Connector IFLAIM5780.114 §W PtdductModel.NumtisrorName Piodusxonsaription 1 ET44P Adhesive AnGhorfor concrete 2 GAC, GDP, GDPMSO, GDPM-75, GDPM-100, GOPS, GW-50, GW-75; G W-100, GTH Gas-acoolled laxtenersand assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PINWR, PINWP W, PDPAWL, Pmoderactuated fasteners, threaded studs, end essembliets POPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 "SEf-3G AdhesivoArtohorfor concrete Simpson Strong Tie 2020 FBC Approved Products Updated 121301E020 amFor dkedt Inks to sit 8ST approvals listed below, CLICK HERE For additional Intonation regarding Fratlda's 8tatew&re Power APProvall hem and Mlam!4)sde County Napoe lli Aaeeptsece (NOA), QWQK li Faf 11 HUS, HUSC sorter hangers Face•Rto nt hangers avatmbie In widths rangingfrom 1-518'to 3- Oft 6'and heights ranging from 451i8" to 11" Canosaled flange version Q1 USC) available for models having width equal ro or greater then 3-9/16"- 12 IUS series-tiangers Face -mount hangers available in vddths ranging from 1-716" to 3. 5/8" and heights ranging from 9.11N' to 16' 13 LGU3.25a^DS, LGU3.83-SDS, LGU5.25-ADS Face -mount hangers 14 LU24, LU25, LU28, LU210 Face -mount hangers 15 LUC282, LUC2102 Face -mount hangers 16 LUS aeries hangars Faoa-mount hangers available in widths ranging from 149916" tb 4- 5/8' :and heights ranging from 3" to 10.IS1,6" fit MGUS:834SD3, MGU5.26-+505, MGU5.W-SDS, MGU5.62SDS1 MGU700-SDS Facer -mount hangers 18 MU series hangers Faea-mount hangers available in widths ranging from 1.9/18"to 5. 1/8" and heights ranging from 6.`l&I to 19.1121, 19 MUS26. MUS26 Face -mount hangers 20 SUR. SUL, SURG, SULC series hangers Skewed face-nwunt hangers available in widths ranging from 1- WI V' to 3W19' and heights ranging tam 3.1 /18" to I"X' Concealed Mange version (SURC, SULG) available for all doub)a 2X and 4X motels: only acute }hinge is concealed. 21 U series hangers Face -mount hangers avallebte in writhe ranging from 1-Sits"to 8"and hegh% ranging from 2-5/8" to 1 I-114" FL7Mf>BBT RS A291 ProdudModd. Numberor Narne Product Dissertation 1 BA series hangers Top flange hangars available In widths ranging from 1,9MV 0 7- 118' and heights ranging from 7-1 W to. W1, 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5a'to 7- 118" and heights ranging from 9-114" to 241, 3 DOF series hangers Top flange hangers availed Is m widths ranging from 1 1 rY' to 3 b/8" and heights ranging from 7-1 W to 24", 4 DGHFWes hangers Top flange hangers available inwiftsranging from IVrIt& 5W and heights ranging from 9-1 hV to 241. S E05, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 718" and heights ranging from 11" to 52-la,, 6 EGQ series hangers Top heinge hangers available in widths ranging from 35/8" to 7- 1/4" and heights ranging from 11-114" to 321. 7 GUS series hangers Saddle hangars aveilsbis in vwiddna ranging from 3-1 /4"to 1 -TS' and heights ranging from 6-112" to 28'. 8 GLTV series hangers Top fl4ngsbangens available in widtha ranging from 3114'to 7- 1M' and heights ranging from I Vto 32' 9 HS saner hangers Top flange hangers available in widths ranging ftom 1-W161, to 7- 112" and heights ranging from 8'"to 3(7' it) HGLS series hangers Saddle hangers available, in widths ranging from 5-114" to 3-7*' and heights ranging from 10-Ire to 261, 11 HGLT saris hangers Top fange hangars available In widths ranging from 3-1/4'to 5- 7/8" and heights ranging from 7-1/2" to 37 12 HGLTV sexes hangers Top flange hangers available in widths ranging from 3-IW to 7- 118" and heights ranging from i V to 33' 13 HIT Series hangers Top flange hangers available in widths ranging from 2-&Ifr' to 3- 9/16" and heights ranging from W to 26'. 14 HUSTFseres hangers Top flangejoist hangers available in widths ranging from 3-1 /8"to 3-9116" and heights ranging from5318"to 134ir 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 14Y16"to 5. 10" and heights ranging Tram 3-7r16"'to IV' Concealed flange version (HUCTF) availatde rorall modois having width equal to or greater than 2-9/16". 16 HWP sort*& hangers Top fiengs han gets available In widths ranging from 1. MI6" to 7- 118" and heights ranging from 5.3W to 28" 17 l-M1PH aeries hangers, Tap Hangs hangers available in widths ranting from 1-Sits" to 7- 112" and heights ranging from 5-318" to 32' 18 ITS series hangers Top flange hangers available In widths ranging from 1-OM 6'to 3- WS" and heights ranging from 9-118" to 18" 19 J13series hangers Top fW nge, hangers available in width of 1 .911 6"and heights ranging train 5-318" to 7.114" 20 JBA series hangers Top flange hangers available In width of 1-9/1g' and heights ranging from 9-M &' to 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 12t WW20 For cited Intstosill SST owavals Islet below, CLICK HERf'_ For additional information raM-*g Fi-cWsatahh*e Product Approval System end Mami-Dada Canty Notice ofAccwtancs INCA), r_,i rcK HeaE. 5 SET-XP Adhesive Anohorlor concrete 8 Shon9-Bolt2 (STI32, STB2.4SS, STB24SS) Strang -Bon 2 Wedge Anch`,r for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H,'THD-HM4,THD-H46a THD-H6SS, THD-CS, THD-CSSSSi Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon stale! and Type 316 stainlesssteel 8 Titian HD Rod Coupler (THD37634RC, TH171SO934RC) Tien HD Threaded Rod Coupler for concrete 9 Tam HD Threaded Rod Harger(THDB25158RH,THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete TH05().234111-1, TtH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLX16230-RO 101 Product Meldal. Number err ldame 1 AT- XP 2 ET -Hp 3 SET-XP 4 Strong -Bolt 2 ISTR 5 Then 2 (TTN2) 6 Tten HD CfHD•1-148S, THD-HB5S, THD-CSOW 7 Titan Turbo (TNT) FL>r1 W37-R3 22" ProdudtModel. Numbertfr Name 1 X34B101S-5KXiS101%X1B1018.4K XQ1S101S.=Bi016.4K 2 XLQ1I4T7224, XLQ1 14BI 224-2K 3 XMQ114SI224. XMQ11481224-2K 4 XQI14S1224,X011481224.2,5K X1I4S1224,)MI 12Si224,XQ11281224-2K 5: XL)WI016, XU34B101"K 11911.05320-RO -Pdaduct Mader Number am Namer 1 DSSCEW-51 DSSCB4Q OSSC848, WHS 2 FCB43-5; FCB45.5, FCB47.5, FCB49.5, FCB411 5 3 F1`HS734S1018. FPHSM4B1018, FPHS034B1018-51K. FPHSDUS12/ 4. FPHS034B1214, FPM0348121"K 4 LSFC2.25, LSFC425, LSFC8.25, rSFC2.25, SFC4.25. SFC625 5 LSSC4 25, LSSC8,25, SS= 25. SSD4,25, SSCB'.25, MSSC2 26, MSSC4.25, MSSC625, MSS04.25K W,, MS008.25A W 6 RCXM, RCKWS.S,RCKW7.5, RCKW3S.. RCKW555 7 SCS43.5,SC84S,S, SC647.5, SCI349.5, SCB41i.5, MSCB45,5, MSCS47 5 6 SCS325/97, SC,562-6W, SCS82-W1I& SC582-51118 9 SCW3.25, SCYJ5.5 1D SJC8,25, SJC10.25, MSJC8,25, MSJCiO.25 11 SSBS518 12 X ZH34B1414, 2(LS1178B1414 13 XQ1S1018,XQi13101&41K,X01S121A.XQ1B1214-3SK )Q78S1224,X078B122A-39, X011451224, XQ11401224-2,SK XQ11261224, X0112BI224-2K X3481016-5K, XISIDi6, X1B1016.4K, X1S1214. XIB1214-3.5K Product Description AT.XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad has" for mason ry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Boll-2 Wedge Anchor for masonry Titan 2 ScrewAncho for Concrete Titan HD Heavy Duty Screw Anchor for concrete available 111304 or 316 stairtlesssteel with hex head, and 316 stainless steel with caunbersunk head. Then Turbo Screw Anchor for concrete or mesa" Product poofibtion #1048 Strong -Drive X Metal Sel -Drillrig, Tapping Screws with 03 Drill Point #12.24 Strong -Drive XL Large -Head Metal Sal(Dflblig, Tappng Screws with #5 Doll Point and Large Diameter Hex NArtsher Head 412-24 Strong -Drive XM Medium ad M 1' g He slat Self Dn Ing, Tapping Screws with #6 DO Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Self-Drigtng, Tapping Screws with tG Drill Point #10,16 Strong -Drive XU Metal Se1FDnlling, Tapping Straws with #1 Drill Point Product Dtachartibn Bypass Framing Drift Strut Connector Bypass framing Feted -Clip Connector #10-16 and #12-14 Strong -Drive FPHSO Froming-to-CFS Sear- Dn7ling, Tapping Screws Steel Framing Connector Shoat Stud Connectors Rigid Knee Wall Ccmneator Bypass Framing Slide -Clip Connector Bypass Framing Connector Head•of-Walt SlidwCI(p Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Dave XLSH Shouldered Self -Drilling, Tapping Screws 410-16. 412-14. and 412-24 Strang-Dr'rve X Metal Selt-Drilling, Tapping Screws a --a CD L Cl) O U N � i` O 2 a .0) ICU U -0a- O N O O C O O O O L.L O M Cn -0 a) � L O CU O 16- Q - .C= -6- vJ ca. Q Q Z W J YZ Cn 71= M 0 L 0- CL 0 V� L V 'W '^ v/ m W Q Z Z Q J SHEET NO. PA 1.2 "I ,.T.,.41" ww" t■Re ■ 1 Ll E(7 al ic_ TILLir TESTING S EN0INEERING COMPANY PRODUCT 1riA1JL&1WK AAMW NU_ 20.D728.B1 2 22: TEST REPORT$: Large missile Impact and fatigue load tests were performed under Protocols TAS 201. 20 r section - 6 th 3 as s ctlo 182 of a FloridaBuilding Code. to g e Uniform static loads lIQADiTr'T wit rTATiQt'i$tiT'37II'C.'-V!O 2tbB728:O1.. 3 S. MATERIAL CHA_RAGTIEMSTIC.S D SPECIFICATIONS: Shall be strictly in accordance with General Notes and Compo netrts indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document. [P.E.D.), drawing WFIT.TT02 A. TTLLrC,:JR., IA.E: tilteGOl�607.cam YL PB,Lraw\0. 4T1FI 7LOn. c.:,:.w„Nu.DRmo- ,1Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No•20.178: Anchor specifications"Ibe as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 961 dated 08/09/1996, #1 dated 09M 8/199C 26, of Product Evaluation Document (P.E.D.), drawing No. 20-11& PRODUCT EVALUATION REPORT #9"0 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04M611998 and # 2126 dated 10/06/1009 witnessed by Gilbert Diamond, P.E. and Report No. 7'.. I,III4ITATION2 AND CONDITiQN$ OF USE; REPORT NO.: 20-8728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo LaMaaspada, P.E. and Henry Hattem, P.E. 7.I - Shell be strictly in compliance with General Notes No. 1, a thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by t2C Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 10, indicated on sheet 21 of 26 of Product Evaluation Doc urnent (P.E.D.), drawing No. 20476 PRODUCT CATEGORY: Shubm signed and sear by Frank Grate, P.E. prepared by Tiltow, inc, and signed and sealed by Water A. Tilt, Jr„ P.E. PRODUCT Sub CATEGORY: Storm Paned 2.3 S7RUCTURAi ENGINEERING C CULATIONt3: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Coo. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: global Prateaffan RM&GOLLi length based on rational and comparative analysis, and In accordance with section 1610 of this Florida Building Code. Calculations prepared by Tilteco, Ina, 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 4800S.W. 61 SftW dated I I1OW08 and 03/1VIB, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Flor da33314 I. CW EVALUATION, 3_ MISSILE IMP -ACT RESISTANCE Product Evaluation Report prepared by Walter A.TOM, Jr., P.E. (Florida License -PURPOSE This is a Product Evacuation Report Issued by Waller A. Tilllt, Jr., P.E. (System Large missile Impact under section 1526 of the Florida BuildingCode, as per P TAS 201 Protocol. No. 44167 President of Tilteco Inc.(FloridaCA-0 7 ), {f7orCd 00819), ID # 190t1) to the Global Protection Products, LLC, Rule Chapter No.41 G20, Methodof the Florida Department of Business and 4• MD LOADS RESISTANCE- Regula 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind $� JGENL' •, i' This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10. 14, 15, 18. 18, 25 and 26 of 28 Product Evaluation drawing No,... y 44107 beenve(iRed for compliance in accordance with the 2020 Seventh Edition of the Florida Build' Code, and to verify that the product Is for the Building fy purpose Intended o on she_), 20-175. Maximum Anchor Spacing shot be Indicated on sheets 8, 9, 10, 11, Indicated * STATi. OF at least egyivalent to that required by the Code. du 14, 15, 17,18, 19, 20 28 and 28 of 26, of Product Evaluation Document (P E.D,), �', 't�ORtR„ drawing Na30-176. �,,, This Pmduet Evaluation Report snail be subject to review and revision in case of 5. INSTALLATION: �`yPONAL'�� 1 N71t a Building Cods) change that may affecs Its limitations and conditions rrtuL,L,aYv Installation shall be performed strictly in accordance with details indicated on I EVIDENCE SUBMITTED: sheets 3 thru 7,. 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document CO TILTECO ACIMOM RECORDTi i P. E. REPORT-20 i GLtiflITl. PROTECTION PRODUCTS. Li 120 GAGE 2.1. PRODUCTI VALIIATIQI�DOCtJIIAENZ(P.E D.i: (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as r-ALVAIii STEEL 5TORMPANgLkD+'O*M`TrHtREF'oRr#2DVaoi Drawing No. 20-176, tilled 020 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets S. 14,16, 25 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 28 of 26 prepared by Tteca, Inc.; signed and sealed by Walter A. Tlll;t, Jr., P.E.; dated 07/28/2020. This drawing is an integral parthls Evaluation Report, L+++ ' NH ApNr IIINNgp, VN No.44197 47ii *; *1� �t -te, STATE OF :'Ge dam'•. `t¢c aA lt)� 6355 N:W. 3titb Street,.3ni(le 303, Miami, Flovida 33166 Phoae: 871-I530 S/�, F1oRi0 ay,$h7NA1+Na� - (305) A'7NHfit W INHfuu 4 .0r' 1 L ECO �wc. TILLtr TESTING S ENQINEERIND COMPANY VViiLTlsItA.T1LiT) r$,I'E - Do tit,.�aol.441m j[ D P UCT EVALUATION REPQBT FT.N_FLKN,�KeLNA FLN A. LL[•AIN-4 a.0005719 REPORT NO.: 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SWCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prcitrect i Fmillucta_ LLG 48W S,W. 51 Street Davis, Florida 33314 I - PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T11111, Jr„ P.E. (System ID # 1900) to the Global Protection Products, LLt , Rule ChaptsrMo. 1114120-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report As described herein, and has been verified for compliance in accordance with the 202A Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at,least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building g Code change that may affect is limitations and Conditions 2, EVUMCE SUBMITTED: 21. PRt)DUCT EVALUATION DOCUMENT (Pi Drawing No, 20475, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets.1 thru 18 of 16 prepared by Ti teco, Inc,; signed and sealed by Water A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an into ftrltdi+ULMM is Evaluation Report. fj`�A 167 s STA OF ¢y ©fi ; i 0Att7tti 'A 1 635S N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbouc: (305) 871-19gsft tp(3U$', -1531 AAINA)(IIVIip 2 Large missile Impact load tests wens, performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code, Uniform static toads as per Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 111102 witnessed by William R. Mehner, P,E_, Bartz Moroi P,E. and Henryilattem, P.E. and Report No. 0219.01-09t dated February 25, 2009, signed and sealed by Edmundo Largaospeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code, Test Report prepared byAmeric an Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, F;E. Tensile test report No. BCM-198 by OC Metallurgical, Inc„ dated March 13, 2000, signed and seated by Frank Grate, RE, as psrASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 201D signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 1-3. STRUMMU a UMN1591INNS CALCULATIONS, On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing vs. design wind load end panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tttaco, Inc., dated 12/18/10 and =7113 (for this revision), signed and sealed by Waiter A Tint, Jr., P.E. MISSILE IMPACT RESISTA E' Large missile impact undersaction 1809,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall boa's indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.DJ, drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets B, 9, 1% 11,1$ thru le and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175 24 Gage Galvanized Stesi Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document P.E.D. , drawing No. 20.173. Minimum separation to glass shall boas indicated on sheets 3, 6, 13, 14, 15, 18 and 18 oft 8, of Product Evaluation Document (Q.E.D.), drawing No. 20.175. I.-MATER1AlCHARACTEj;I ]CSANDSPECIFICATIONS' Shall be sWatty in accordance With General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 7_.. UMiTATIOND AND CONDMQNS OF U3E- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on Wheel 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 proparetl by Tilteco, Inc. and signed and sealed by Walter A. T1111, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defihedon section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood ftarnio structures. Product Evaluation Report prepared by Walli Tit [it, Jr., P.E. (Florida License No. 44167), President of Tltaco, Inc. (Florida CA-0006719). WAn L pet TICPECO APMON REcOI iP E. REP0;i GALVANM STEEL STORM PAFIEL tDRWGN20-1751 COMPONENTS FOR REGULAR& LIFE SAEEjY STORM PANELS 1/4 2/4, 3/4, 4/4 s/s, 7/S, 93) W CASE 1/MT PRECAST SCONE, OR RECAST CONCRETE PANELS, SR1CCC OR WOW BOARDS SE FOUND ON THE (� 1/2-11 1/4, o, 4, 3/4, EW/10. 4W/t0, OOSTM WALL ANCHORS SHALL BE LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. s/S ,, sta6o PA4L sH10aIN ON THIS PFmOucl EwLW1ON DocWAun PCA) HAS KEN VERIFIED FOR COMPLIANCE w ANCHORAGE SHN.. K AS MENTIONED IN B.1) AND IN 8.2). �___._,�.�,,.._.._ ._18.146' MAL tDDTN)--- _-------.-._.�.. SW/1D, BW/1t a 7W/tl ACCORDANCE WITH THE 202D (7W EOnmN) Rim I1DR6A CODE (C) m Et OIC w000 11;FICIFIC . - ,21 M 1 1/Ay tAPCoq ANCHORS. AS IAAWXnRFD BY t.TIF BUILD", INC _.-. �__..12.700• (E3'rECINE waRTR}----__�-�.�- I Y WX ANCHDR& FOR CONCRETE SEE SCHEDULE ON SHEETS B r B______ a• mu - DESIGN WIND LOiOs 9AML K DEIEWWNED AS PEA 9ZIIDN 1620 OF 711E ABOVE IIEN17011ED DOPE - 114-10 PANUAM FEMALE ID AND PANELWTE PUTS AH310P$, AS VI"ACNRW gO ELOD Cp6TRUCTON PRODIKTs i ;;.,...-.-.-.--_.___. _6 1/A•._,__.__.�._..�.-.� ,-1. - I-------_ 6.290• _ - '--• rI• Mi FOR WOOD SEE SECTIONS OR SHEETS 10 r 11 1' WIN.'. iDR A wWD SPEED K REOORFD Of THE JUMBEO11 O WIEW THESE 91MAIE IS will SE INSTALLID ANO _ 1/1'W RAC SCREWS PER N0.5. { I t '-•. 35p -.y \.SOD' f i FOR A DRECITOIIAk1I'r FAIL70R Kd-GABS. U9NG ASCE 7-Is Alm SHALL MDi EfEFZO THE t1AI01RM (AS.D) r _ I~ I -�.:. �_ t I ^ .,� ✓ i ✓ ,.* t.3iiD'--, �1, caw WN. THICK T.3BD`+- f,!,. � 6 O ��_�,;' i O 4 DESIGN RKSSUK PAT*= wpCATED ON SHEETS 7 THIS) 12, 16. 15, 16. 19 r 20. - 7//6'e . S/r WOCO BUSHING, AS 057FABUtM K ALL PW SCREW, BOLT r SPECIALIY CO. - + , f'\ W ORDER TO W41" INE AWK CO DO". IAT AFE OCOM WOO LOADS OVERAWED PER ASCE 7-I6 C 1) MINIMUM THREAOEO PENETRATION wm WOOD a TAPCON ANCH SIW,L BE I I/P' AND 2• FOR ELCO PAMINATE PLUS .� . �.� 1 , ty : , _ MM ) `- D.M.. 2U. 3�.1+® (- f 7"'"''--�-77--l-j'--*---�--- i_.,.i:---, -1 --:% ;'---r-r--'�--r--1---I- �___.___..�.,...._.._.-.1 SHALL K FIRST REMO W ASD OCDCt1 am LOADS K wLTMVM IT" BY 06 IN ORDER TO AND PAELMALE FEMALE O. ii 2,b57' OAW FRAA 7tCUl �E$s' ./�o' i /" � . 2 EBY f ,MARE N y /�� /� CUANARC 1NESE W/ Boy- (AS.D) OESGIU PRESSIIE RAIWGS IIIDICOED p1 SHEETS 7 THe$N t7, It, IS, I6, 19 r 20. )QALMWRm om 11, ) G-eD OMV. MOE1 {�,. s ,C.2) W ANUM THIMADED PDCMTM OF LNG SCREW. INTO THE WOOD FRAME URT SHLL K 1 112•. Im rIMMO 2� D'j�' HEARAEoAM *-4U W OPDEATO VERTY WMT AN C"Gft ON THIS PIC AS TESTED WORE NOT DOER STRESSED. A 33W PfcwIISE RN ALLONARE POETRATION 000 STUCCO SHALL K CONSIDRED AS PART OF THE AEOUWED nWXACM PENETRATION. - . T _ TYP. 1 ow LAO[TAII rJ 'T` �__, iVP. OEiYL r.! e M1 M FOR WAND LOADS WAS AU USED IN THOR ANALYSIS. MMIOIS SPACING TO WOOD HAS BEEN IMIET"O" IN • TORE \ 0-60 ®4.V. '~ � ACCORDANCE WTM OLDS 2011E C.3) MINIMUM FOOE DISTANCE OF UG SCKWS, WIND WOOD SHALL K AS WCATM IN THIS Dlt WwC l®TA,A A .)) Hd - -- - . - LB•7NL A .... _ . _ - - - - - - - ' N.a - ED SMAw PA !S AOEO{AWY FOR IMPACT AND WIND m'3D M= HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 7626 OF - - - -- - -- --- t THE ABDYE IENTIOIED CODE AS PER HURRICANE D.GNIE oc r TWPO INC. REPORTS BO-lint. 96-570 r B6-T30 AND C.A) AMMW14 PENETRATION BE WOOD Bu9NwD SHALL K s/6•. 1/4' I-20 SCRLYK USEO 91NAL K , 1/2' IONO AIINNN)Y FT7NESTM7Mu TERM tM INC.. REPORTS 12M r P2126 . AS PRiM=S TAS-201. TAS-202 Arm TAS-203. SHOULD STUCCO OUST: AND ,' W6WM FOR WALLS WITH NO STvCi •�6.250' -t•m0' `� F.. __ ._v.... '� � � V,r, L�� kT AS WELL AS AMOKM TEST uB OF SOUTH FLORIDA 03AM 00219.01-�, AS PER IRIS 201. TAS 202 AND Q END STORM PANEL ) TAS Z0a RAImARDS. CS) w CASE T/MT PRECAST S'TONL 0A PRECAST CONCRETE PANELS, STUCCO OR WOW BDARms K FOUND all THE EXISTING WALL IAGE S L94ALLBE K LONGOPM ENOIKAH ro PC-2) THE Ww STRUCTURE BE1yNm 5uOH PANELS 2. ALL #LIRMNUAt EXTRVSm16 ro K 606a-I6 ALLOY AND TERIPOR. hNaE45 oIiFERM5E NOTED) SEE SHEET 2. ANCHORAGE SIMLL K A5 MDNTHOIED W CI). C.2) r CN) •--•-2_tB7'---•: _ 3 ALL PUNMW 9EET METAL USED AT CLOSURES SHALL HAVE 3tos-Nt•1 ALLOY. •' . '_.2r ---.. - - - 1 (0) ANCHORS SMALL K tNSTM>HTH FOLLOWING, ALL a THE OEOOAIDIpA7mIK AND SPECIFICATIONS OF THE ANCHOR'S MRNIR'ACTUKR- PMIELS Elm LID" ' `', 3TSOt - � 2.T B7`--- I R a +u' 1 ar xo t .r 2a ;2s - BTZ Ten FMtass`Ty/ i/'ss sai� -1 A ALL STEEL 9EEi Ic1NLL PANELS SMLI HM'E StRIR7ARAl OLIALRY STEP. ASIM A-653 GRADE 30 MINIMUM. G-tO .iCO` 160'.-- i '( _ _ G&kW M STEEL CEMMATOO 11 5L5 1- (AFTER ROLUM).11 SHALL 1I.0.OtE I R - �5/1 SYW MYE:rO Ai TOW NFEIED � ,% � $. PANELS MAY ALSO ffi WSTAIL.ED HORIZONWLr FOLOWW.G eISTAUU0ION KGAS SHW)NW ON SEC00r/ S 7HROVGN 10 (SHEETS A J YNc Y ,CO• 1.230 ,BAD' (, 7M SERFS 90FO 7,�. u1eLxTED PANELS THRam 6) own THAT iEAOEIB Q r ® S ALL NOT K usm »� ' i I (• 3 S�NS. %t W 7/B' A 3/32' ,-. .i O ANME TD t O.eC. T As ? O EA. OVETitM S. ILL SCREWS TO E SOMMASS SIM 30t CR 310 A9 WKS OR COMM05M RESWART COATED CAeON SIM AS PER B. IT SHALL K THE REDI*O B AY OF THE CONTRACTOR 10 YUSY THE SOUNDHESS OF THE STRUCTURE 1WETE 9NPTR IS TO WE 1 l � � -- , 1 (SEEP. SECTIONS AS APPLICABLE) BLADIN05. O9T D93• -' LOOD' 1 _ 1i.__.L_!.-j__._.1.._� ON 900/6 w/ 50 r VELD STRENGTH NO 90 Ir TENSILE STgOFGM r SHALL CWMLr W/ FLOAOA BLNLDMAO CODE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHALL. ONLY BE ATIAt2ED TO CONCRETE, BLOCK OR WOOD FRAME `�- �� -I � 1 r--.-�-- A STFtTIDtl 2ATLa.3.R. $. BOLTS ro K ASTM A-A7 GALWR1a8D STEEL DR ASI 30. SERFS StA1KE55 sYm, wml a6 Owl ArNAKR T1EL0 3.573• - 1.SGD' t 1.500 t 17. Sit f0.9! IOR�ON SHEEETTS P11. 66LrYNiII Y. 9(RL ILTHWEUA it.E/;OIEAND OLY E6'MNWEIITO�tE BW. -16• a*IER OR I ANCHORS TO WALL VAL K AS FOLLOWS TETWffro SECURE PANELS WITH MPLCAMZ POWOR�MEM OURWM, PENCM Or HRRICANE YARNING52RFNOIHL l W PMW P BY THE ALUMIDNOON SHALL CO POSIT IS APPLIED TO. ROUNDED W 0 ENDS EDGE. A/i w4.WD'SE_ L._.•00O•..._ 3C� D.M.,Q, �, O•t _ -- -_- '- - -- _ -^ _- _- .. - ._ __. __ •_-. -- -. __ Jl.. - 1/F%0TA'OCdI A CI ORS AS wlNarcluREO Br Lr.R BULDOL IME (WI ra-319Z I1 tIE R6TAt1AT10H t.ONTRACPOR IS TO SEA,7Fi1ULlt At SIIIIThR OOIMOTEfIT EDGES WHIHCH AEMAN W CONTIIDUS CONTACT wm. I ps -) M &A DM M PAEVEWT MND/RW WMSION. - 1/N- • . 7/6' CALF -IN ANCHORS. AS NA OUT4AED Or DEMW INC. (AWL. I-3000 Pal) I Ile# A 3/N' 30.41 ANCHORS. AS DIS *SVTW ST ALL POINT 9CEIL, BOLT t SPECIALTY Co. ti STORY PKIEL wSTNLAITON 9WL COMPLY WITH SPECS "1prATEO W /N5 RRAWWG PLUS ANY BUILDING AND ZONING REGULATIONS / A. O O 1 (Mn. re-3000 PtL)TO END2 It HEAt1ER 3 U HEADER 4 ANGLE WITH STUD /a�T ANGLE WfTH ._. %/M10 PAFTEtAINE FEMALE O r PANEINIATE PLUS AOCIGIIS. AM WMIFAL'RURm eY E1DD GONS7RUCTON FNROOLICIS. 13. (4) THIS PAOMM CIFULATION DOCUMENT (P.E.D.) PREPARED ITT THE ENGINEER IS COEMC AND DOES NOT PROSE WFORM W Bell MUD (N.7.Sy + e V O+©,v ®' `✓-r. - 1/y a Cr I/P-peP ANMORS. BE IMHKACIIAREO M TRV-FA6T COIRORATKNN (1'u3600 Pu) N_.-._.' i.•-3-....-; -3' LOAN (LAN r'v.33Bo P�-I) FORA 9ii SPECIFIC PROJECT; I.•. WHERE M 511E Cox0ITR0N3 DEVIATE FROM THE P,ESN .-.._T I. , 1 f4, 2/4. 3/4, 4/4. S/5. 7/5w T' , ' (►) CONTRACTOR TO K MWOFGW FOR THE SELEC". PURCHASE AND WSTALLATION WCLUMK UHE SAFETY Of THIS PRODUCT 6/S I , 5$ 9iT, WAM' tut/t0, ZW/10, 3W/to. 4W/10, A. 1) MINIMUM OMWWM OF TAPCON A4040RS WM PW" CONCRETE SHALL BE 1 3/4•: 2' FOR PANUMATE FEMALE BASED ON THIS PEA. PRWAEO W/WE DOES NOT CEVWE FROM THE COMMONS DETAILED ON THIS DOCUMENT I f'J • .a7A• mP WCE a *• ap6 7Bo -- SW/1o. sW/11 tl 7W/11 I/u a 2/1� �,p per•' 10 A/[T PMOMTE PLUS AND t 1/4• FOR CF TAP -OW MO $= CONSTRUCTION SAFETY AT SITE ra THE COFRWCTORY RESPONSOW3P•. r -�: _ -.. .380- "EF FAd .Teed+; _ AMU— - .3iD' T23• ♦ A2) CA%-w r SOD -SET A CHOAS SHALL K EYE00® 7/r INTO THE PORED CONCRETE NO EMBEDWO wro it) IRS FROM T EVALUATION DOCUMENT WILL K CONSIDERED WNM1D IF MODIFIED. I r" _ ,ygA.. ..,)�.�1__ .. RIK7ED 10 -- WOOD SEE SECTIONS ON SHIM to r rt 1.AR7"1.D63' .376' r '-2>d.66i MO' P J µq,E • 12 i/wr OC. STUCCO SHRILL E PERvrii t/N• 0-20 SMEWIS USED SHALL K T 1/r LOW T/RWALM SOWLO SPUOCO EMIR. ; •�.7 -`i T.677' 1 t '--"�-� � I AD I- MR*" FOR WALLS WITH NO STUCCO. am MR K HEADED SCRM OR ALL TWIE,IDED SCREWS W/O READ. (d) SITE SPEC PROJECTS Si E !PREPARED K A FU MW IEGMTERM EMDINEFA OR ARCHITECT WHICH WU KECOME hE ! A ' an WITH wmg XIR' ENGINEER OF RECORD (COAL) FOR THE PROJECT NO WO WILL K RESPONSIIE FOR THE {____._. . WD' _ 1.671' 1•. A.1) W CASE THAT RECAST VOTE. PRECAST CONCETE PAIEls, PM,ERS• Sli OR WOOD COMM BE FOUND ON THE PAN- ENMM SHALL Sili ro THIS LATIER HE SITE SPECIFIC OMW1#M FOR KVEw. ( a I � ---T �y...j (__t_ • �'—_ j �. �.. �• I.oP 6' l ^ - -.�• REGULAR STORM PANELS Ct )AQ E UMON PROPER USE OF THE PE,O. DWOR Or RECORD. ACTING AS A DQECAH10 ENG6EER TO THE f E1unm WA" OR RDOR ANCHORS SHALL K LONG Dom" TO REACH THE WAN STRUCTURE BEHIND SUCH ', 95Y `- .. PANELS. AN9HORACE SHALL K AS Mono" Al AI) AM IN A.2). (•) THIS P.ED. SEAL Si THE WE AND OOOWML SAT. AND SIGMAIE OF THE PROFESSIONAL NNY'�- EUpNM a RECORD THHAI PREPARED IT. � N.T.S. 7 Do0• S j�HDLE WASHER (B).70 13nn'G =IEEE E A ON I ASHY C••90 1a. SHUFTEN IAANUFACTURFR•S IAEEI SHALL K LOGGED ON A RFAOLV VMKS LOCATION AT STORM • r w - 1/4' • TANDON ANCHM AS WNLIFACTUED BY I I W BIKDEM. ,NC.BUILDING Fr TRACK ANGLE I@ >3� or TRACK ® FIAT PL� N/+• Ira.. GAP WIXAP COMM P6aBrnsIN iliiii DRAWING SHALL i slot([OF Ftoma o a3a (MN ) r+ WITH STUD OrL R2.1wE WFL+Eq PRODUCTS IOW. rt-2o71 Atli USED OALVANO.f.O srtEl.'N A t P > _i PANEL SE PLACED D A WITH L LABU 170O C K i1DWM 1 GLADE. ONE LABEL 1(NW. N' INpSOUD-9V ANOGRS. AS 05TNBUtED 9Y AL PONT SCREW, BOLT r SPEC,ATY CO. FLORIDA BLMAM COLS _yW, }5, ,p,y i V" •'•':•"'�' , , t 1/.• • x 7/B' CALK-w AHNCgRS. A6 ATAHrKtUIED F DEWALT RNG (ANN. ra-lsao P•P�) SHALL K PLACEO FOR EVERY OPEMHm. IArpLNG ro COMPLY WITH SECTION LTD9.9.2 OF THE - P1A-10 PMUAWT FEMALE o AND PANLIMIE MAYS ANOHO K AS WAINUFACRRED BY EUCO CON5TNUCTON P: No• 44167 L"". CAP 4g • l ( _'._ �.__� t. 3. VOEN ''% - 1/4- a CF TAP-0WP N$D$ S. AS MkV-WX AWD BE TW-FAsr CORPORATION it A. A• T/(/•� .a7sv and 1/1• 81) MWIrNM flOBfDIKJrT a tAPLYIN ANCHORS, ELCO PNVRLALATES AM OF TM-r.H6P ANCHOR. RHTO THE• ••, ' FLORIDA 9UILWNG CODE M h Wloe NArTbane Zort$ t....: .5.A6• - - , SLOCI UNIT 9MLL K I 1/a', j 167 .eroN nrm rG 20 cA6F BNB YNIIVFO S� SCORN ► FLORIDA aUILD(NO CODE h Vet Nurrioorn Zoo � Ei CALK -IN r SOLD- SEr ANCHORS 9PLL K 041M D 7/r PFQ THE CONCRETE BLOCK LRP NO wa •T ,�.yj�W�Mc Iwtra 1 t •• .-� sIRETNs uKo SHALL K R , - tDNG AWaALR NO. 4 WpW/Lms !.__.-.f873` TCO w Wn "` aF tai1EL TAT( * cam "La= at 20 GAGE GALYAIgIED STEEL STORY PAINI. aaMp ft NO 44167 ,Imlo tt1FOL NIB. rxw, ASMOOO II WO"MRMR wws W/TH No STUCCO. � $L OF � IL IrCO ENc. GLORIAL PROTECTION PROOUCM WC. R� - 2.00D - - � @ ���u�M ��F,� 0 �L /��y ��� /� WAV WN _ w ��YY Ym yw s1 sear I / •• PROTECTION IMW LLC. wn- * :• : * NAN gN`�•; • . 0 01 : y,A.�. r wa a aAD'i,A wwc tReA)PS Ise N=Ye' OK)NW-lulu+ 20-176 �' F.Xt 14w j }, ��PR l+ NOD SW. 6L 6IR&T '", y ' W _ , L. IE C 0 EN '1L EC O.Nt. N.Ts. ATE s '•••. N-,OI Pw r,'. ♦ OIIgyIW N- miuwrsv. LSE Mo HUT W/0LR 7 DAM. A 1W1 o-cow"o LONDALRIC WIS DI w Aa r YR,w eArr wI E Nsa)NA-IWNa nN hMirN i»I 20-176 D( 0Rt Fw s YrRw9 �. QN t% WW.IO A k ►L Aw T - rT OW I a 2N * 3/r'•AS/aY W9ER (bTNlt[.N Iw. A,, G-OR:FN9 a' , / ADDOOTML NWN m•.61 N - iYN,M.,H. VM OR MOEL PLAYED SIM). 1 � wAH,TOI A A'. FL - N 0►-0W6NH Mal W O N Ie A A W1D I PAL INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR CONCRETE OR CONCRETE PANELS (I A BLOCK STRUCTURES DBNaE,E AC«as OR SONVAE OACEE FNOHOW9 S 6 Isla 9) Ocwm ANDIS WH+rLTs 9 TFEal �awUCONCRETE sComm a� POURED ao-CR ANCHOR; -am a Dow" -� Ft-j man pomp ED. I ` P, 1 rsl E.O i $ 2 3 COMM Pam $ „J EWN 1 E6 ' Dail NW e I a 12 Vr 6C Ilr at J TP wr- ta myI 106.99 'I�B/B!�6J tMAc .As, ' O iiENN$Gt1 :AaR i 77[ _„�•�,.wI t 1 i .. VW Gjj 1 1 \ `- i Ly;I Is FitSHIp�6 �'-GIRL•. t r 1 �., ,. 1 122 TAT 1 0„t 1 fA9EBID ROR@ E-0. \ EPOUi ED. 1y V7'0C i r, QO110E'1E $DCI' I aEOFRPEO. � I OIB • + 1 Z!Mwirr aI ,S BIDOM � - CONCRETE at=- 's39 ,` /� - I _ __—� Dt6Hes POtR�; ' tO1GaE AllOp6 LL---E-0- -. a •-'t• Wn. A101611r ;: PAT, ®IPNwO �.{a, M.W. A MCCtl sTAyEIrFD N Selo— a.... Nw O Iwo (Q 60Olet DI "` AE CM a-- rr V t6jT (SK 11DIm1AE 0 N• Fs„m W.e9 a /a TyQIs a t1eW01 e) \, 6e6 a OMalo, O IN= a INOU0. m W�aIS I iHWnwnON e) 91YNE 3je-1' lG1lE I BUILD 911111 MOUNTING 1r/WE 3/B-,' Al TMATE low MOUNTM SCALE 3/4'i• r—yip_ E.D. - EDGE DISIAMCE i s j - -A m�wny Pn I 1 (SEE SCHEDULE ON SHEETS B 6 B) 1 H i i - W t� tRTt :VIP r�eBM'RAON of rNeWAe. 'CWA T/ArAwaOat. r jig . TOP k BOTTOIA 1RIOlHN11NG5 K COMBN9E.D M ANY WAY TO SUIT ANY , l wSTAW1TOPt. .- FLORIDA INAL01NG CODE V NulrlDeno Zeno _ � E # • *%4157 1 * ymr aTEm. K 20 GAGE GAWAIOZED S1EEl STORY PAl/EL OrFPI o ae � � TE .r �aNd;•. �L F C —0.... PROT Ti�016t PRODUCTS, LLC. p t4y2"a MOUNTING 0 D _ s/ MALE- a A.wr Nola: p6O6eR-nic aa)■N-em rR er m.w, 20-176 KALE ,. &H N. • w �. r6RP0 Ke: L A Ai - WET'. lob Q19 61 'DMONBIOR III 1 RL'OFWED. Kam' 1 T v T I I I•yy. 1 M 1 winHaRO'0W � r 4 $%,Mo a SAY 1 WQ t 1t a ail, -lam j t IH'�`FFR fp I ro WAR. r r ! ) Tgl R r fi' Comm HWM80 N C DIERE 1KINA ArO1NED GOP�iCP[E- Chi 10 "i :r 1 I REDUNIFD. sIDtK t.� I, /NHS an OF UP -OW � umm Tw m®INWE)s ON SHQ7S y IHMMNH e) ;J 504,E 3/e-1' •--=DdBTNC. a Ntv I' YNK A WOOFS F..,. IN" AAK TUBE OR 1• It •t:.. _. �---VEXISTING AN Svc STUCCO/ P.T, W000 PLATE SPACER r' • Nor r WDe ,, wAEs , ,/e• I pPLUM.pTOU6K OR I` r VAOM L L BFlWFW Tit VAM j CONCR ETE A At 04 C."L a:wo ' it - CONCH ETE HACK "/7mmem iB X• sECTroa/e.!N It-•x DETAIL FOR Zh= WOUIRM A, TW OR sFALE l ol E.O. - EDGE DniAMOE (SEE SCHEDULE ON SNEErS a R 9) Arf r Milli- A �. �.ee A LAlll (Dii ru' r • a suLE 3/iN1' �W a 'ri AIi�T""" CASE R fPLAN) �.I7A•. SCAE 3/16-/• a r �i'M1i W Rs, lalp • 90ALR 3/+6.1• CASE D fPLANi �,,ll;���*�!F 9�A0.9.E 3NA/AN-6P••t' - n IwNOA 10MAA eCPNM1- 019rMHARIO NNWC ■ 9e Al.wd �SC�,ALE�3/tM. l' ANYW MSi C rm rail 9rAL. E ,uII�•,� ^�^'F �W W CIO Cu 0� O U O CU O- O O c CU C Ca cu -O O C Q CU Ca 5 O =+--" CD U_ y— O CQ > .� -0 E O O CU -0 CAI 0 Q a Z Z W J INSTALLATION DETAIL.A FOR REGULAR PANELS A fi b INTO EXISTING POURED CONCRETE OR CONCRETE BLOCV CTOUCTURES AMAiOM FOR CONCRETE SEE SCHEDULE a Si 6_ __--_._-- jcRNCROE mNCRETE AadL 7____ - RO WON. SEE SECTIONS ON WHEAT 12 ...Jj OL CONCETE 0.DCK ( W mXgEtE BLOCK yK{ R bunt o Ream= ; wourfb r LBY �• NIP.: }� mwamL AILIlO93 A1G1Ny „,O„ ML OTOILAP T wMyE 44LE11 t 1ti id BVa ul'D /�I __ 9aEDua oK Qw1aFIEe9raEm) wE ax I 1 SHEET9a mAIE a AIL CD 1 T� I� OF f I ,r --t°CIO I . I I r%A'N-m.i• i r I 11 I I H Nr • Gorr � k;.t-1 i ! , , 1 �� ag($ ` lTa Awm At - I � e i-r� M i � n � � T � 1 � exRUN. ,• �T^- -_Cfi} k � i !N I I i ! i , � d / j r R .k , N 1 106T NIlf ,PINT p, � IW q O U N I 1 i T O..L. i jI/rP-xwt'.. ' '; $ i1Nv-.D.r � � $ �r/a•.-m,r � ':I � , N i I sa Boos w/ lu sTA7e a/•- ! � ,sa NLRB wf" 1. $ j N i R � i i 1 i � I ! sour. t j 1°'u'r It I I i i lJ i •-ro •. 6OE 1 % ' - B, f, 16 BIN ErB r Wi �...i t"6 AIF I DF 11 i iNtt' i SOX , _.D,a.,�aRQ I01B1%E t• Wn. /2 !A ::• / I -SY VM ..._._._ _ANCHOR4` SOW IEKE SEE SCHEDULE ON SHEET 9 A T/eVYl/JT y „/ 1 lA SECTIONS ON SHEET 12 l OADN E ' { Lf REGULAR STORM PANEts `9� EYATbN ♦ t2 »'' i SAYE 3 32 -1 / O r...._J j '1, 1/4' Mo. BAP .so0'i 2.6Y _ t •i 1M.• ,.. i ICIO ., Yr7OFs/t` ti BaI , ' .-.-- -i pNN wt76Ar .I rnLE WrLE1P) 16B6R. i 12 1 GC. i AIgtlA6 -64 "Ovii spawni._ __ SOEDNC)I ON j �IC;FLME dl I/A. IAN,,�P ! �_...0 d.. W (SEE SM*D" ON 9aEI W) 1 OR ♦�^ SECTION A -A lT4n_'1 ■sift_ V) ■OOA IRA OR 9NAM SCALE 3/3ti ICUIcaLrEogmtow W SECTION SCALE 3la-•r• 9OaE 3/6-I`LU FLORIDA MUM CODE voittiiIYRI00no 2orW C( (IX rrrr - e. NO 44167 .2= Tom°" AM 20 GAGE GALVAN IND STEEL STOnt PUM to. bgyl }� EA. -(DOE 06rAINCE �,, *• IMAM IN, Z (sEE SCNEOULE oN TOP IF etnTON MOINTMIGs CAN TE o �P /► PROTECTION PRODUCTS, U.C. Ni, SHEET B) COk4MED IN Art• WAY TO SLIT MW ' E C O INt. f P ' ''laP " M II Bf11Ci Z pWSTlW.lAT10N. 0,,. RIQ Aa'ww:. tr RNA. vRAlr Awyela A Na,r wife O6AW1O-7 A FAX (Mon-s 20-178 a A`{SS/ NA '•.g6V•e00e1t6 9yn Ile- - IMl,r RMrM Nr H +r TA141LA A Jr, PL WIaR • of J SHEET NO. SH 1,0. + w ' r'r�""•mf1ip"�1�++ ■M,mINCROW1.3•- aa/) \,4 LihsMa•"�i r u T� Fuao°"�•'aila0l°A•OE 7 pBprB/�rd a■Ma6 � I%j M[AiNNY • ILL" not a DETAL 2 L) wr 1 YW gCyEpU(,E ■aw a . t) A.• 1 1/MNtwO H0.0 � DOWN O SGIE 3/•.1' P�MLLLL '� � m�11N� �<AG�1lDRroA7 m�P OR B�OImM� �OPEMN6. (ONE DNB tYflrO W/ TUx LOP ! 60T/Oa rlwTall �Tlpi) � LL71ER61i1f111E 1w $DAM 1/4• . 1• a- ILIUM REOU"m MN. MMN (R.) • Tux WAuoN " ar-4,m5'4 r. 4. I/r a S'-r ro r-,r Y . sr. e 4• . 1 rIrTAA 11*IN aC7r7r11aiEMi = $C A* 1/r . 1' ICKL. +/s• . t• T INSTALLA11ONS ARE ONLY VALID FOR BUB.DINM WTH &S.D. DESIGN LOWS LP TO +555. -7LO "J. AND PANEL'S LENGTH UP TO B'-B•.-�('r4l L FOR NEW WOOD rRAIE CONOTRUCTION: WOOD 64 OEM TO BE SOUttQiN PWE NEE. 2. N/ SPECSTIC DOIAIY OF 0.55 OR EQUAL NIT. TOP G BOTTOM MOUNTOCS CAN BE COMM IN ANY WAY TO SUIT ANY OSTAIATION. o+Nram memNe fad MITI t4� COII>4 411014015••�� aw N POW" Comcam I ;S TiA - i i'°•10 OL401 _j 1 • �pR -VIM 12 ,{,v,,,,,.,,»(� � a�lr w+ Eax r>t-- '>�'• �9xpNuw +' "may m3Yi 7 � O4j l m •Ria Jr oc I I I x 01- "'OaiEO, IWwme6 I I _ I I Cowa m ,NLCNnIPscilemm •L :- 17 ,�„ �� ;•,, , O�lxl Qa OHM 1a N,aN•s ,aaNNitE Y� W J SNOT ,•) �•• (yA11 MDUM { INSTALLATION WALL Alb FLOOR NQIJNfl1G IN3TALLATXlN SECT= 1 SCALE• ]/r • 1• - SEC'Odl 2 scmx: ]/B• - I• blEs � lrT L (Tf,■Y PAIL •••A•t• a6LY ..\NW . v LEE SAFETY STORM PANEL CAM t LOWED AB AN DO PANEL (FVW OR LAST PANEL) OR AS AN INTERIOR PAPS. (AMR P0A1 LOCAION N NETWEEN END M1ELS). LIE Wnw PANELS MAY OR t•EY NOT t WV%An ADJACENT TO REIIUUW PANELS (w/ OR W/o REOAM TRAO W Z LBE SAFELY PANEL COMM OF CRCs' GALM CED STEEL STORK PANEL AS PENS C01PONENT . SHEET I Or DOWNS. r11CRMY To 6E MOM OR P6'01tLED FROM THE 070E OF a uE sAFETr REDIARLs m► t1BloL TO M coMPONENr®a eonwM TIMCN TO �p ECOIPOMOfI� BE WSC PER m MLL FLOOR MOUNTED FOILOONG SE ros I a �Sv;• Z ON 1/6 AS WELL A5 OETAai 1 a 2 d SHEET la. 4. 16w LE1101N FDR COMPONENT ®a /0'. ? Ya ANCHOR 9PACa•O f01t CaYPONQrt sMialOMOE AT BOTTOM 6 CAd ON, S SOfDULE9 ! 2. SHEET 14. COMPONENT bAW BE PERMANENT 00 ROOWA E S BE 06AL4 FOR OSTALLATOM •(TO WOOD FRAME BADNGS ON SHEET 11 9 ••. I SEE 1oW • rOR DETAL APPUCARE TO TIE NECESSITY FOR THE W AlATON O SPACERS AT R•ACNS NSIALLO ADANC NT AND BEVOD 10 snxto/WOOD BANDS, (� :a�wa>•,waws•uawRwi���uL�aE �;I�'�t�� ■i 1 1�1� r �tinm! ■ �n�n�- ��n� �Wnm �i■nr ��nr 'a ,X0 l�IYQ ! FLOOR Yd1Mi'REO WAIL 4t FLOOR NDIRE}Rl0 NAT 11 AIM -ALYMATWE AW BLISTALIAiLON3 - LLiE!]IA71+IE Sw (SECTION a TOP ,S Lu m TO +06.0-67.0 YA%. SGi: 1/4• . 1' A.S.D. DOW P0165URE W040) So" t/4' . 1• ai•i4yN�iirp p�l r� 1 ar „om N•wr ram RISTAELTION .• !il"OY Yw !WALE i/4• . I' FLOMDA LWRLWNG CODE IIMrA•ano ZoM 20 GAGE GXV#AlW sm STORM PANEL mm NM PROouem Ur- 07/BOL. ' IL E C O INEl. MUM aMc r La a1 aN. fr,ar, n "06: O0NrF7aN'Le, Nava 10"N•►ow 20-176 mom ft mow W/4. 2/4. ZV41 E/4 OR VA L*4. 2' a 1.401/15 L.P4. a IW/15 .J ON UFE SPE1YTERNAlt � L- AREA w/NO LIFE SAFETY PANELS I.OGwOM OF VE (WNW IxLOW) W/o %mAM TRAONs (SEE IRON[ I BELOW) + Lw n■n Q1O t a6_q_ •T.fI O O •11 • L - MAXIMUM A.SD. DESIGN PRESSURE RATING (e-a.f.) AND CORRESPONDING MMIMUM PANE LENIM "L" SCHEDULE ('+rb ONLY FROM a(%06MLLA/qIR AS PER SUMON S 1 MB! 14 ON SMEFTS 4. ! a 6) • mm o/ 1/4-0-mbe SA NS a WOW R mw a mumm a MAL MAXIMUM A.S.D. DESIGN PRESSURE RATING _(n.a.t.) AND CO DI!� MAXIMUM ANCHOR SPACING MHEMU FOR REGULAR STORY PANELS 6) t Q MIST U awe_ INTO EXISTING CONCRETE k CONCRETE BLOCK STgUCTURES (WBNO OILY nit 1' OS 10a 0NUALM" As Pa swan 1 YN]M 7. am mum 4 a 6)Appuammul It `�FR A• rl 3:' \•ICEN ':FLORIDA OWLDMG t ri Nurrtcan• Zww . No. 4167 ,urm tamm. ,Nc 20 OW GALVANIM STEEL stela PANEL { so" ft •,. IL ECO11Pe. �BAL PRDTECi1011 PIt001lCTS. tLC. "� a: A!."aN.n �o n. aMNc n10100-]w #a, N•gNr-nn 20-176 L 1FKJr•NADMJLAtL u-mosiis rr a1�fw �,. oNwNM Nr ALTO A Ar,. P.0 - ■IRT a 4F i .951a 1YM■LLM Ala Ms tEN•iH °�i 10 taal� arq �i�' �u�O°" cv�ioN �• ' .as.o. -Tea r-a• ,V1 L� : ,p• 1PrOLTw , ,IaW a a T ,Nss -7a.o ar-a' m rr• IA,ra a sa• LuealEo , ,1wu a a � •O,0. -TIA ar-r W tY-7' Yss a 1/Y •SCALE 3/8.1, SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSCD & 6A INTO EXISTING WOOD STRUCTURES ED ED i Ea to Wool ptm MAIN ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - ■aw a . t) A.• 1 1/MNtwO H0.0 � DOWN O SGIE 3/•.1' P�MLLLL '� � m�11N� �<AG�1lDRroA7 m�P OR B�OImM� �OPEMN6. (ONE DNB tYflrO W/ TUx LOP ! 60T/Oa rlwTall �Tlpi) � LL71ER61i1f111E 1w $DAM 1/4• . 1• a- ILIUM REOU"m MN. MMN (R.) • Tux WAuoN " ar-4,m5'4 r. 4. I/r a S'-r ro r-,r Y . sr. e 4• . 1 rIrTAA 11*IN aC7r7r11aiEMi = $C A* 1/r . 1' ICKL. +/s• . t• T INSTALLA11ONS ARE ONLY VALID FOR BUB.DINM WTH &S.D. DESIGN LOWS LP TO +555. -7LO "J. AND PANEL'S LENGTH UP TO B'-B•.-�('r4l L FOR NEW WOOD rRAIE CONOTRUCTION: WOOD 64 OEM TO BE SOUttQiN PWE NEE. 2. N/ SPECSTIC DOIAIY OF 0.55 OR EQUAL NIT. TOP G BOTTOM MOUNTOCS CAN BE COMM IN ANY WAY TO SUIT ANY OSTAIATION. o+Nram memNe fad MITI t4� COII>4 411014015••�� aw N POW" Comcam I ;S TiA - i i'°•10 OL401 _j 1 • �pR -VIM 12 ,{,v,,,,,.,,»(� � a�lr w+ Eax r>t-- '>�'• �9xpNuw +' "may m3Yi 7 � O4j l m •Ria Jr oc I I I x 01- "'OaiEO, IWwme6 I I _ I I Cowa m ,NLCNnIPscilemm •L :- 17 ,�„ �� ;•,, , O�lxl Qa OHM 1a N,aN•s ,aaNNitE Y� W J SNOT ,•) �•• (yA11 MDUM { INSTALLATION WALL Alb FLOOR NQIJNfl1G IN3TALLATXlN SECT= 1 SCALE• ]/r • 1• - SEC'Odl 2 scmx: ]/B• - I• blEs � lrT L (Tf,■Y PAIL •••A•t• a6LY ..\NW . v LEE SAFETY STORM PANEL CAM t LOWED AB AN DO PANEL (FVW OR LAST PANEL) OR AS AN INTERIOR PAPS. (AMR P0A1 LOCAION N NETWEEN END M1ELS). LIE Wnw PANELS MAY OR t•EY NOT t WV%An ADJACENT TO REIIUUW PANELS (w/ OR W/o REOAM TRAO W Z LBE SAFELY PANEL COMM OF CRCs' GALM CED STEEL STORK PANEL AS PENS C01PONENT . SHEET I Or DOWNS. r11CRMY To 6E MOM OR P6'01tLED FROM THE 070E OF a uE sAFETr REDIARLs m► t1BloL TO M coMPONENr®a eonwM TIMCN TO �p ECOIPOMOfI� BE WSC PER m MLL FLOOR MOUNTED FOILOONG SE ros I a �Sv;• Z ON 1/6 AS WELL A5 OETAai 1 a 2 d SHEET la. 4. 16w LE1101N FDR COMPONENT ®a /0'. ? Ya ANCHOR 9PACa•O f01t CaYPONQrt sMialOMOE AT BOTTOM 6 CAd ON, S SOfDULE9 ! 2. SHEET 14. COMPONENT bAW BE PERMANENT 00 ROOWA E S BE 06AL4 FOR OSTALLATOM •(TO WOOD FRAME BADNGS ON SHEET 11 9 ••. I SEE 1oW • rOR DETAL APPUCARE TO TIE NECESSITY FOR THE W AlATON O SPACERS AT R•ACNS NSIALLO ADANC NT AND BEVOD 10 snxto/WOOD BANDS, (� :a�wa>•,waws•uawRwi���uL�aE �;I�'�t�� ■i 1 1�1� r �tinm! ■ �n�n�- ��n� �Wnm �i■nr ��nr 'a ,X0 l�IYQ ! FLOOR Yd1Mi'REO WAIL 4t FLOOR NDIRE}Rl0 NAT 11 AIM -ALYMATWE AW BLISTALIAiLON3 - LLiE!]IA71+IE Sw (SECTION a TOP ,S Lu m TO +06.0-67.0 YA%. SGi: 1/4• . 1' A.S.D. DOW P0165URE W040) So" t/4' . 1• ai•i4yN�iirp p�l r� 1 ar „om N•wr ram RISTAELTION .• !il"OY Yw !WALE i/4• . I' FLOMDA LWRLWNG CODE IIMrA•ano ZoM 20 GAGE GXV#AlW sm STORM PANEL mm NM PROouem Ur- 07/BOL. ' IL E C O INEl. MUM aMc r La a1 aN. fr,ar, n "06: O0NrF7aN'Le, Nava 10"N•►ow 20-176 mom ft mow W/4. 2/4. ZV41 E/4 OR VA L*4. 2' a 1.401/15 L.P4. a IW/15 .J ON UFE SPE1YTERNAlt � L- AREA w/NO LIFE SAFETY PANELS I.OGwOM OF VE (WNW IxLOW) W/o %mAM TRAONs (SEE IRON[ I BELOW) + Lw n■n Q1O t a6_q_ •T.fI O O •11 • L - MAXIMUM A.SD. DESIGN PRESSURE RATING (e-a.f.) AND CORRESPONDING MMIMUM PANE LENIM "L" SCHEDULE ('+rb ONLY FROM a(%06MLLA/qIR AS PER SUMON S 1 MB! 14 ON SMEFTS 4. ! a 6) • mm o/ 1/4-0-mbe SA NS a WOW R mw a mumm a MAL MAXIMUM A.S.D. DESIGN PRESSURE RATING _(n.a.t.) AND CO DI!� MAXIMUM ANCHOR SPACING MHEMU FOR REGULAR STORY PANELS 6) t Q MIST U awe_ INTO EXISTING CONCRETE k CONCRETE BLOCK STgUCTURES (WBNO OILY nit 1' OS 10a 0NUALM" As Pa swan 1 YN]M 7. am mum 4 a 6)Appuammul It `�FR A• rl 3:' \•ICEN ':FLORIDA OWLDMG t ri Nurrtcan• Zww . No. 4167 ,urm tamm. ,Nc 20 OW GALVANIM STEEL stela PANEL { so" ft •,. IL ECO11Pe. �BAL PRDTECi1011 PIt001lCTS. tLC. "� a: A!."aN.n �o n. aMNc n10100-]w #a, N•gNr-nn 20-176 L 1FKJr•NADMJLAtL u-mosiis rr a1�fw �,. oNwNM Nr ALTO A Ar,. P.0 - ■IRT a 4F i .951a 1YM■LLM Ala Ms tEN•iH °�i 10 taal� arq �i�' �u�O°" cv�ioN �• ' .as.o. -Tea r-a• ,V1 L� : ,p• 1PrOLTw , ,IaW a a T ,Nss -7a.o ar-a' m rr• IA,ra a sa• LuealEo , ,1wu a a � •O,0. -TIA ar-r W tY-7' Yss a 1/Y •SCALE 3/8.1, SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSCD & 6A INTO EXISTING WOOD STRUCTURES ED ED i Ea to Wool ptm MAIN ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - rIrTAA 11*IN aC7r7r11aiEMi = $C A* 1/r . 1' ICKL. +/s• . t• T INSTALLA11ONS ARE ONLY VALID FOR BUB.DINM WTH &S.D. DESIGN LOWS LP TO +555. -7LO "J. AND PANEL'S LENGTH UP TO B'-B•.-�('r4l L FOR NEW WOOD rRAIE CONOTRUCTION: WOOD 64 OEM TO BE SOUttQiN PWE NEE. 2. N/ SPECSTIC DOIAIY OF 0.55 OR EQUAL NIT. TOP G BOTTOM MOUNTOCS CAN BE COMM IN ANY WAY TO SUIT ANY OSTAIATION. o+Nram memNe fad MITI t4� COII>4 411014015••�� aw N POW" Comcam I ;S TiA - i i'°•10 OL401 _j 1 • �pR -VIM 12 ,{,v,,,,,.,,»(� � a�lr w+ Eax r>t-- '>�'• �9xpNuw +' "may m3Yi 7 � O4j l m •Ria Jr oc I I I x 01- "'OaiEO, IWwme6 I I _ I I Cowa m ,NLCNnIPscilemm •L :- 17 ,�„ �� ;•,, , O�lxl Qa OHM 1a N,aN•s ,aaNNitE Y� W J SNOT ,•) �•• (yA11 MDUM { INSTALLATION WALL Alb FLOOR NQIJNfl1G IN3TALLATXlN SECT= 1 SCALE• ]/r • 1• - SEC'Odl 2 scmx: ]/B• - I• blEs � lrT L (Tf,■Y PAIL •••A•t• a6LY ..\NW . v LEE SAFETY STORM PANEL CAM t LOWED AB AN DO PANEL (FVW OR LAST PANEL) OR AS AN INTERIOR PAPS. (AMR P0A1 LOCAION N NETWEEN END M1ELS). LIE Wnw PANELS MAY OR t•EY NOT t WV%An ADJACENT TO REIIUUW PANELS (w/ OR W/o REOAM TRAO W Z LBE SAFELY PANEL COMM OF CRCs' GALM CED STEEL STORK PANEL AS PENS C01PONENT . SHEET I Or DOWNS. r11CRMY To 6E MOM OR P6'01tLED FROM THE 070E OF a uE sAFETr REDIARLs m► t1BloL TO M coMPONENr®a eonwM TIMCN TO �p ECOIPOMOfI� BE WSC PER m MLL FLOOR MOUNTED FOILOONG SE ros I a �Sv;• Z ON 1/6 AS WELL A5 OETAai 1 a 2 d SHEET la. 4. 16w LE1101N FDR COMPONENT ®a /0'. ? Ya ANCHOR 9PACa•O f01t CaYPONQrt sMialOMOE AT BOTTOM 6 CAd ON, S SOfDULE9 ! 2. SHEET 14. COMPONENT bAW BE PERMANENT 00 ROOWA E S BE 06AL4 FOR OSTALLATOM •(TO WOOD FRAME BADNGS ON SHEET 11 9 ••. I SEE 1oW • rOR DETAL APPUCARE TO TIE NECESSITY FOR THE W AlATON O SPACERS AT R•ACNS NSIALLO ADANC NT AND BEVOD 10 snxto/WOOD BANDS, (� :a�wa>•,waws•uawRwi���uL�aE �;I�'�t�� ■i 1 1�1� r �tinm! ■ �n�n�- ��n� �Wnm �i■nr ��nr 'a ,X0 l�IYQ ! FLOOR Yd1Mi'REO WAIL 4t FLOOR NDIRE}Rl0 NAT 11 AIM -ALYMATWE AW BLISTALIAiLON3 - LLiE!]IA71+IE Sw (SECTION a TOP ,S Lu m TO +06.0-67.0 YA%. SGi: 1/4• . 1' A.S.D. DOW P0165URE W040) So" t/4' . 1• ai•i4yN�iirp p�l r� 1 ar „om N•wr ram RISTAELTION .• !il"OY Yw !WALE i/4• . I' FLOMDA LWRLWNG CODE IIMrA•ano ZoM 20 GAGE GXV#AlW sm STORM PANEL mm NM PROouem Ur- 07/BOL. ' IL E C O INEl. MUM aMc r La a1 aN. fr,ar, n "06: O0NrF7aN'Le, Nava 10"N•►ow 20-176 mom ft mow W/4. 2/4. ZV41 E/4 OR VA L*4. 2' a 1.401/15 L.P4. a IW/15 .J ON UFE SPE1YTERNAlt � L- AREA w/NO LIFE SAFETY PANELS I.OGwOM OF VE (WNW IxLOW) W/o %mAM TRAONs (SEE IRON[ I BELOW) + Lw n■n Q1O t a6_q_ •T.fI O O •11 • L - MAXIMUM A.SD. DESIGN PRESSURE RATING (e-a.f.) AND CORRESPONDING MMIMUM PANE LENIM "L" SCHEDULE ('+rb ONLY FROM a(%06MLLA/qIR AS PER SUMON S 1 MB! 14 ON SMEFTS 4. ! a 6) • mm o/ 1/4-0-mbe SA NS a WOW R mw a mumm a MAL MAXIMUM A.S.D. DESIGN PRESSURE RATING _(n.a.t.) AND CO DI!� MAXIMUM ANCHOR SPACING MHEMU FOR REGULAR STORY PANELS 6) t Q MIST U awe_ INTO EXISTING CONCRETE k CONCRETE BLOCK STgUCTURES (WBNO OILY nit 1' OS 10a 0NUALM" As Pa swan 1 YN]M 7. am mum 4 a 6)Appuammul It `�FR A• rl 3:' \•ICEN ':FLORIDA OWLDMG t ri Nurrtcan• Zww . No. 4167 ,urm tamm. ,Nc 20 OW GALVANIM STEEL stela PANEL { so" ft •,. IL ECO11Pe. �BAL PRDTECi1011 PIt001lCTS. tLC. "� a: A!."aN.n �o n. aMNc n10100-]w #a, N•gNr-nn 20-176 L 1FKJr•NADMJLAtL u-mosiis rr a1�fw �,. oNwNM Nr ALTO A Ar,. P.0 - ■IRT a 4F i .951a 1YM■LLM Ala Ms tEN•iH °�i 10 taal� arq �i�' �u�O°" cv�ioN �• ' .as.o. -Tea r-a• ,V1 L� : ,p• 1PrOLTw , ,IaW a a T ,Nss -7a.o ar-a' m rr• IA,ra a sa• LuealEo , ,1wu a a � •O,0. -TIA ar-r W tY-7' Yss a 1/Y •SCALE 3/8.1, SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSCD & 6A INTO EXISTING WOOD STRUCTURES ED ED i Ea to Wool ptm MAIN ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - (� :a�wa>•,waws•uawRwi���uL�aE �;I�'�t�� ■i 1 1�1� r �tinm! ■ �n�n�- ��n� �Wnm �i■nr ��nr 'a ,X0 l�IYQ ! FLOOR Yd1Mi'REO WAIL 4t FLOOR NDIRE}Rl0 NAT 11 AIM -ALYMATWE AW BLISTALIAiLON3 - LLiE!]IA71+IE Sw (SECTION a TOP ,S Lu m TO +06.0-67.0 YA%. SGi: 1/4• . 1' A.S.D. DOW P0165URE W040) So" t/4' . 1• ai•i4yN�iirp p�l r� 1 ar „om N•wr ram RISTAELTION .• !il"OY Yw !WALE i/4• . I' FLOMDA LWRLWNG CODE IIMrA•ano ZoM 20 GAGE GXV#AlW sm STORM PANEL mm NM PROouem Ur- 07/BOL. ' IL E C O INEl. MUM aMc r La a1 aN. fr,ar, n "06: O0NrF7aN'Le, Nava 10"N•►ow 20-176 mom ft mow W/4. 2/4. ZV41 E/4 OR VA L*4. 2' a 1.401/15 L.P4. a IW/15 .J ON UFE SPE1YTERNAlt � L- AREA w/NO LIFE SAFETY PANELS I.OGwOM OF VE (WNW IxLOW) W/o %mAM TRAONs (SEE IRON[ I BELOW) + Lw n■n Q1O t a6_q_ •T.fI O O •11 • L - MAXIMUM A.SD. DESIGN PRESSURE RATING (e-a.f.) AND CORRESPONDING MMIMUM PANE LENIM "L" SCHEDULE ('+rb ONLY FROM a(%06MLLA/qIR AS PER SUMON S 1 MB! 14 ON SMEFTS 4. ! a 6) • mm o/ 1/4-0-mbe SA NS a WOW R mw a mumm a MAL MAXIMUM A.S.D. DESIGN PRESSURE RATING _(n.a.t.) AND CO DI!� MAXIMUM ANCHOR SPACING MHEMU FOR REGULAR STORY PANELS 6) t Q MIST U awe_ INTO EXISTING CONCRETE k CONCRETE BLOCK STgUCTURES (WBNO OILY nit 1' OS 10a 0NUALM" As Pa swan 1 YN]M 7. am mum 4 a 6)Appuammul It `�FR A• rl 3:' \•ICEN ':FLORIDA OWLDMG t ri Nurrtcan• Zww . No. 4167 ,urm tamm. ,Nc 20 OW GALVANIM STEEL stela PANEL { so" ft •,. IL ECO11Pe. �BAL PRDTECi1011 PIt001lCTS. tLC. "� a: A!."aN.n �o n. aMNc n10100-]w #a, N•gNr-nn 20-176 L 1FKJr•NADMJLAtL u-mosiis rr a1�fw �,. oNwNM Nr ALTO A Ar,. P.0 - ■IRT a 4F i .951a 1YM■LLM Ala Ms tEN•iH °�i 10 taal� arq �i�' �u�O°" cv�ioN �• ' .as.o. -Tea r-a• ,V1 L� : ,p• 1PrOLTw , ,IaW a a T ,Nss -7a.o ar-a' m rr• IA,ra a sa• LuealEo , ,1wu a a � •O,0. -TIA ar-r W tY-7' Yss a 1/Y •SCALE 3/8.1, SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSCD & 6A INTO EXISTING WOOD STRUCTURES ED ED i Ea to Wool ptm MAIN ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - 1YM■LLM Ala Ms tEN•iH °�i 10 taal� arq �i�' �u�O°" cv�ioN �• ' .as.o. -Tea r-a• ,V1 L� : ,p• 1PrOLTw , ,IaW a a T ,Nss -7a.o ar-a' m rr• IA,ra a sa• LuealEo , ,1wu a a � •O,0. -TIA ar-r W tY-7' Yss a 1/Y •SCALE 3/8.1, SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANELSCD & 6A INTO EXISTING WOOD STRUCTURES ED ED i Ea to Wool ptm MAIN ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - ,gYaalY A10. 1NMl11M AIInIOa a1MIPo MR C0. . 7 ,/a' •• O[EIBM lAK•M a 4/-ON! eNA•!1 1waNWc NBWa • PANMMM[ R.a 1�1016 /� a WVYIY PM/F] RON6 1(P..) m 001WItR 0� m llaCRR m caNOR1E m OONnWE D� m caNC1ER ,� AHNamiswnN tSN01N 1' (aJ r N/A N/A N/A r NJA r AyA r N/A (T r !• N/A N/A r r r r f r , (•0„OM) r NJA W. N/A • N/A • WA r �• 7 POP) r WA N/A WA •' NJA r WA r ■!• a (•■ITO,q •]6.a, -77.0 r WA V. WA r WA •• N/A r NJA ] a • tmP) r-r a use °" `� r r N/A MIA r r r r r a' y) r N/A N/A NJA r N/A r WA •' N/A 7 �) r r WA WA r r •' +• r •• • a ] woTTo,9 WA_ OVA 1a In• • i/•• 12 ,/Y • ,/•' • I/P • 1J•• • ,/f • ,/•' s OOP/BOIa1) APPLIONGLE TO SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - SUM to a i l FaR AMOtIOr nFo a 7H1aallo FOR a"aNNA80rW aIq +•OO NINE ELaOtl0. WMLw A/ICfMR SPIIONNs AtP 11N!•M moE aWMNa[ AA[ oiraw •N tNw a•Wort Frt ta Lrm a [ � ncraa]I a.eR'�iBN mom Ao�wMt �R'pER M�"ictwo aa""wNm•",� t+tta� al,Ml NOT x L� NNW ,NWaNA1 OM.ta• aaa/m N•• G01 A1aa1O T,NE AT IAIOIOA+ LLED4 Afaa 7WE 1/41 1/r. NPIb a ra oaP-aI �tw r A110INR aAIYN BJ ] 3 a a f ,B 3 ••,ran,w •rwN !,1 ] a 3 s ] a ,p m61a d Bl1x NHaB 3,X 8) EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - EDi 1 1 W( ' //•• La • aJr tOMO •MIT+ Ou*asb■10 j •. F011 Mao Uwe" UP 10 S•-r me 4 1/•' HLG m• LalaoW IP m Y-•' M... " raa�o CA A!, F+•BIaOF TOa•L w la NW6N■IE 1LIr • is 1/a• 4 G IaM , ,/r 1Fl TIEw/Om PBMIIYOpN 4T 1MlNOIN a amw wm0 NRE rw ALL ta16" LP m r-r M:aw lOALE ]/M1' am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - am 1. INSTALLATIONS ARE ONLY VALID rOR BUILDt" WRH A.S.D. DESIGN LOADS LP TO +55.5. -7Z.0 PSF AND PANEL'S UVWH UP TO B'-8' Z. FOR NEIA' WOOD FRAME CONSTRUCTIO t WOOD MEMBERS M Of SOUTHERN PBJE N o. Z, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL m' Em CtlIMMTNON I)F eer Tw e: TOP a BOTTOM MDUNTWM CAN BE COMBINED W ANY WAY TO SLAT ANY WS'TALLAII". s(RNos oava� Tbtx D•PW[l � i ©� _� III '• �R�IIi O ' f � I L... 111 .L•dV � •; .: Ili L��'�7r: � a:T•) 7T4:�� 1. •.. F Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - Ofir MI. © r '1 IN; .1 • .F;.l .- �i • aal to 7C :•Il >`- r �Ata WPM OF a Nr-wr as-N wawR NowE w MwrE NNs+s / i MA,sl1w MNa PLNaMaw m m �,� m aOHCIKtE m m ceewoloN uNRn. 1. OL) na131 Noo1 WINNOW r N/A N/A N/A r NR/A 6• N/A 6' N/A i • 2 (HOP) siB. -Izo r r B' e• 6• 6• 6• a' 6• r t (eDT+m+) s•-o• DR Less r N/A N/A N/A r N/A 8' N/A 0' N/A i a 2 (TOP) 6' 9• 6' I in' 6• 6' B• 6' 1 (BOT1Ow) r N/A N/A N/A r N/A 6• N/A 6' N/A 1 i Y (FOR) +s6.o 6• 4, 6• ®• a• a• a• r s• B• 1 (BOTTOM) T•-6• ro r-6•*492 NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - NASA i lwl! • U•• M. 1YI IMP P A1MQ laE a 0Ym • r r Rd O a •Mq APPLIC•MLE 4 MAfaWM PANEL, ►Rt>aaE _ 9EC�f1p110�/ � 1' (NL) -st.s y y' a 1 { , 2• 2 tllorrou} r-r OR ties +521 -6a0 ]• ]• a' !' 2 (BOTTOM) r-b' OR Ism +•iO _M,O 2 1/2• 2 1/2• 4• 1 3 t/Y 2 (BOTTOM) r-4. OR LESS .SSA -72D 2 I/x' Z 1/Z• N/A N/A 2 (80TTOa1) r-6• To 8'-0' +SSA -12.0 NIA NIA Z r-r 70 B'-a' ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - ALTEt1NNTE IOCATaN AT ENO PANEL 1 ..Til H MOUCARL NAMaY Aaa aal. 1N• i1a61■wN, ,w.17oWaaM+ N1Y oi¢ ExwaR to aua mNMnw .aa -Iaf r-r ] ah• I.•R1p mmw 04 w aNm 1.11Nt ANOIORI 7Wt a ISPLaa roe alarNwna rnB roco FROM 61■OML LWMAP ANCHOR wAGI.1 No Nr■••H EOaE OwuNCE Alt •+OOMm •N ■N] sa,nAAE R'ON tD. AA 7101 aaL7„sn ON aC11TDLIIL INDUCE AMIaIOR aMAOI+ n NAL1rlYa1• PAOq wIOaM ON itl6DYlC F 1lIE FOI1A■" fACi01d TOR 1Ha/ OPQRIBIMN m x POf9RL IEIIOm lI4HIF O6TAtlw IIOq fAC1UR OWL NOT x tESl TILW YNMM PMOr 1IOICAI[0 f0A FALM AIN]f011 1TPE R AMOwa LWw1D. �� TIlR 1/r1 1/{1 1 41 1 I/{iN aN■W1 a 7P�aRP OM4{1 r was rNRa a a 3 3 7 •a„■a■Nra Day a s a a s t1..w a IA AOEO, 6a 0 11WIOR r lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. 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S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - lvA1Jo a+Lr EDR PANNas B PER SECTENA 1 7NIRU 10. ON SIEli75 4. S i MAIaWM 11aa•M nnaat sncaw FOR taA . 7 1/r •• Asa owns TAPWN OF TM-OaP CALM-M N•AfELMAtE MENACE P ►"BJAWE PLUS SOIA a[i PIEtMIiRE 10 m TO 10 10 m 1PANEL t1A1LNr To txNwRER CONCRETE TO ooraE O�E m OarCOE o� IV cONOTCcNoTTo cOLRT� 10 IONOMoaal[ a no A„a.) 6`�KOCK 6' N/A N/A N/A 8' N/A 6• N/A r N/A N/A N/A 1 (TOP) b' {' WA tAJA 0' 6' 0• 6' 0• B. N/A N/A I (BOTIOA) 8' N/A N/A N/A 0' N/A 8' N/A d' N/A N/A N/A $ (10P) r N/A N/A N/A B' N/A S• N/A I. N/A N/A N/A 2 (IIQTTWIJ 55A -7Z0 0' N/A N/A N/A 8' N/A Ni' N/A 6' N/A N/A N/A 3 a ! (TOP) ;.r-5. 10 6•-B• OR LESS 6• {, N/A N/A 0• r 6' 6' 0' 8• N/A N/A 3 (BORON) r N/A N/A N/A 6` N/A 6• N/A 6• N/A N/A N/A T (TOP) 6' !' N/A N/A B' 6• B• b• 6• 6• N/A N/A ! a 7 (BOTTOM) N/A N/A 12 I/$' 6 I/4• 12 1/2' 6 1/4' 6 1/4• 8 1/4` 0 1/4• 8 1/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53.3N/A N/A 12 1/2' 8 1/4' 12 F/r 8 1/4' 0 //!• 6 i/!• 0 1/4' b 1/4' N/A N/A 6 (TaQ/BpTTOM) '-B' 70 11'-2' 68.0. -7t0 N/A N/A 6 If!• N/A 6 1/4' N/A • 1/4• 6 1/4• 6 1/4' 8 ,/{• N/A N/A 6 (TOP/BOTTOM) '-6' TO 11•-$• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 ,/r 6 I/4' B 1/4• B. S. 10 (TOP) _45.0 8' a' N/A N/A N/A 1(JA N/A N/A r 6' 8 1/{• 6 1/4' 6 (BOTTOM) 12'-4• Olt LEISOR LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4' 0 I/s' 9 (80TTOM) N/A WA N/A N/A N/A N/A 8 1/4• 8 1/4' 6 1/4' 6 1/4' ID (BOTTOM) IlREOUM e 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - 7•E 91574 ,A tl AND 14 FOR ANCIIOI6 1TIE ! fgL'al0 FOR IawA1471tlN4 •Im WOOD F1MME 6tRa+10. Na1aMUM 4001011 6PACMOS AND N,Wa1M LNx OPM1Q ARE IlOrItED ON 1,a SCWaAL FOR ta tJas 11W1 44010100 ON Sa6OLAE IE0110E ANCIWI P•C110 6Y 0171K1DR aM17NO MIONM ON 90/1OY1d W RE NOUD•PL• /ACTORL FOR TWO, OPOW110N m x PoxaE. A®OCm EPAcaN OSNAINEO USNP • NOA 9041 NIOT x lF3S 11MU 1+1■AN SML•10 IIOIGaIED FOR EACH ANCIaR 1]K R ,11rA10Ri LtlNPD. now ym 1/•'r ,/41 1/41a 1/49 I/41. 1/41 Wima OF IM•R I]M,-M tMNaaT aaM.l o..r w NNy ] ] a ,p a In . a ,R AMR n iBE6 a6xrp r Ai r o w „ a m - - - a 1(4• - - - - m on r ,m m - a, - - ,m +m 1m .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - .� s for oFAMMMc.wTE 1 7PIMS ��� _�1 i �•• a � ��IEtn`wo ro s' OWING W000 Hf/OER DxTTPIc w000 NFA00+ �.: 'l � 'Na 'r 1 - 'Ili"M'ir'a• awn >wuo • j ' j � OwN mo • 15, I MB•r sne • ,an WOOD HEADER a ,Je at� I a , J.• ac Of aamAE ON mom arNml.a nN I aE i� cmi , ra-]mn• u 1 (sN>; NoIE ,) ,,:v-�n (SEE Nay ral ni, aEPAMNox I •gT • Mal rw�,MniReMN wR m To- m-am i M,w PANELLE]IG1H M,u, PANEL LOOM tE1N4TH >E 1) f/•t.-,Oa SF. (SEE NOTE 1) 1/aY ,■■ wr -t ----- - - . a" "N • IAaT O.a.Ar i Ewo O.MM T I BOB I sox � a 1• OF 1 OF 'L• MAX { MAX' MA12 X � I I am alto • � s ' •;i�'ia `I�t�NAw�O1 + /4-10 Na•Et]oRE rws he 100110 7., II �lION i SCALE /6.1' I. INSTALLATONS FOR ALTERNATIVES BW. OR a law ONLY VAW FOR BUADpLM wrrN ASD. DESON LOADS LP tO +43.B, -48.0 Ra.N. AND PANEL'S LENGTH UP TO 12'-4' E FOR f$.W W000 FRAME C0t147RUCTpN: W000 MEMBERS TO B SOUTHERN PNE NO. 2. N/ SPECIfIC DENSITY OF 0.55 OR EOUAL- MAW FOR muelxnoal eF SECIIONSf tOP a BOTTOM MWMMITBIGS CAN BE COMBINED M ANY WAY TO SVTi ANY NSTALlATON. ED t to i cn Ig INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/•ti LAa auaM • r ac. •/ INTO EXISTING WOOD STRUCTURES w'�eE1w"ooao" WiO,�iAool'�"""°" I Vol - °" I ' \ I I �•��]� ggM1 fw•L■lDAO• NLM1pt 4x71"b bT OL I � ALTERNATIVE. 1 ALTERNATIVE 2 � �•,,.r i•i2 , oc i I I i L I i roco NUR f � j AEavREn e � ALTERNATIVE-3 ALTERNATIVE 4 - I i;l V•y ya wRtaR •fir QG� J , N/E• 1f ,MMn�TaII��OFD`WO MMYa !uR•Ne R/ f/sY-Ead' si Ms. • r aG q1 ALTERNATIVE � FRAME I/fY-Da rlaHnMMt ronlE r IM TER TiVE WOOD CONDITIONS � ANCHOR LOCATIONS PAIMWII R11• • r Lu 11'/ 1 1n' r. Sp„a 3N . 1• I,aWAcw1 H[HL/M1a11 ro f�0 MOOD AIIA[ ,NONE : MANnEa ,Iltxs Nm sHION1N e•R FAAwrr WALM WIN nMME L MOUNTING INSTALLATION ALTERNATIVE 1 W NILaI1C ]/r . r R� '' �s,� 7�te Per aoria"BLENGTH aw To rt"Er�+'o. oEsaN Laoe w To 1 PIKE 11.. L M% !0[7C OEMwM1 OP anpP mm.10 x s0U1NE1W U) CL cu QL - cu - i _ N Q. f✓ Q O O O � � � O Q Q LL . O U O U W � '^ '� V/ W Z Z Q J SHEET NO. SH 1.1 r---------- --ANCHORS (SEE SECIOw ON SHEETS 17, Is. 1s aMAX � 1, MN 9M/19w7AW'/t9 a MArnO 77. 504.'�9W/�,�t'WW/90 -mil i O O O I I I'I I I I I r t P4•L•A• dd» ry+a I tyrny� Rwa I'mµ' s�w "� � � ° +� L � I Ln 1.` 4 9» I I L 1 I....- - -._ ' 1 1 j It I � I LOIOW-` p/1-+ MAX_ tA/f7. NIA/I7. /THIS. '- WKmfT,tMTtHgI HwN. %/`q�/17.'007. RW6. 3- wx, .i. Am.9AW/t1, ? W/» IS Ww/29 EXIM11 w/ta MAO a ww/29 r MLi --- -.-ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 a 20). --- SCALE 3/Tr-t• tp• rug w wAE,_ow " SECTION A -A SMILE 3/1r.t• __- •: i•.1 . _. .L111. 1 MAXIMUM A.S.D. Maw. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.T.) L (R.) (SEE SECTIONS) TO GLASS CONDITION +550, -72.0 6'-6' 2 3/4' UNMXTED I•r H . f _ 1 • , DNS . i• : •.JI • , • : i h 7 • L.. " .. fl,f I j14 ANT '. l•RS W.. ' �1M IN. W MILAN CASE D a PALE,DtH Mm fW ) (SEE NONE 1 mOli i• a- PANEL LUMP _ ( SEE am 1 11FIDM 7wIhD41MIS. GI _\ _._. - _L. � T. -� cart. I rI �: •-'-� CENT. �j or WAD NO h j I NR w:NABI (R101D) _ 1WRWK • 12 1/2 as 1 4•0 TAPCON 9 r O.G I I - I. R I 11 1"/ TAP'OON a Ir Ot. _- TlA9001m W/ EAIO) (lrtA09DE0 TIRiA)OED PpEfMTIN A7 HADI mn,Y I 11 I N !) W t T 1/M. *RESEED T1oN A MNWOIN OF PULE f OF PIAE WAS I 110:000 PUx `------_-Q N000 PLATE MA FOMi 3/E-.1• ffif%% to SCALE 3A'-,' EOiEI �`vCEN`.0 1. NOWAAAICNE AM OmY YMWO FDA suALDN6s WITH A.S.O. DOM LOADS LN To .SEA -no PR Ale PANEL'S LENGTH 1R To r-r 2 FOR NWW am PANE WNFnkoc VM wow MEMOM 10 K SDUOION PK Hp. 2. W/ SPECK wow of 0.36 OR EaUAL s*: SO4E 3/r-1 ONar O.C. NM AT W"D� Y�CUT i ElIWM .w NF'I•"a V Ma am A ain a PANEL umm wow (st'E H.mE , E109T t. RVEL LENGTH � (SEE NOTE 1 MDJM ! tp-•-2s1r __ � i U.S.. W I M,MD NiN3� _ ) O.C. W 1 IPOWWWWN l IHaN _ T mvkiwN OF PLATE * MN,/aaN11w/Of[ elm am s, Nc, 'L �COINa.QDM 20 DACE OLVANIZEDy�STEEL SMTT DIAML16c MR/•Y}�PAIIIEL/• AMCTN>t1 PRODUCTS. I= 4Dm aM S, TORT tax A. 33114 RAN[: ON)M•-nft Am, HM4)=FPP •N/71/•••• aw R A Al w aw ,�'fA F-1M:ti:AA01-:0, Hw-BOOf/L• HwwNM w 7FNR �_ Pl 20-176 O ft r�I� No am M O N COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) (NOEL WDTN)---' -2�• "�'j '. 4`• - ------ ----12'JOO' (EFTEc7WE WIOTM--- - --- I i ) J ---) �-2.250"� y ) �'• t 500' aw j 24e TOIL OSTEii EDGE T )� r 3.600- (a115 2.0 W , , Mw TAP. `, w9M m _4SSmrat WIAL NV ' ' _) ' 1_1 b -4131 - ®�h� Ogrmmm "u* MK NRV&l Do UP W/ NOoED moE. wa A0.06• .Its' 125• �' • • T � R3.750' f. p ISOMETRIC VIEW DETAIL 2.000' ROUNDED CORNER W CNCS OF PANEL'S 125'� END UP W/ NODDED EDGE- (N.T.S) 2AW'-Tyr J (•) e'4 I/ © YTEs lYau.1"!!LUM.� i 4 �r 125' BDI1-T6 Sum. ALLOY I 1- A. I_ * Mo.44167 FUWADA WILDING CODE Velcoffy Hu no rme -I .75r-- OF Patio nTNa .� 20 UK OA.VANIiED STEEL STOW( PANEL ORIOFA N AC O7 3W313'(Mom.) ALUM, AMI O8 °8A IVAL l LE C 0 . L M74EWCCTS"A l PRODUCTS. LLC. I,' (AND .. , :t•�A Roc (M)ND-ft4k .)AN-aIT 20-176 6 *3-'M Sum. ALLOY •" � -- ^K'•' r wNFM Ns Pt aDN/saw1M.ANTe w a.- PJC "= n o N OZpm . . ANCHORSO INSTALLATION DETAILS FOR OPTION 2 FOR UFE SAMY STORM PANEL SYSTEM 1 4 TIPGYW ANC-Oft•raa INTO EXISTING POURED CONCR rac E OR CONCRETE BLOCK STRUCTURES L4• TAPCON MOM POIl11ED �NCIE7t, s�NO�'aau.o ORUKD CONCIRIE. �. FOO 91ocx°�ul.o ! N'OIAEC E 1_ I MOVED MIX aro.a 7t �f • _ I E 1 e ice• Wna1 �11A11NN'• r, '0 ' 1•' ONE A - g 11.M. �w.N�sp110 • � I tw !wto So r �SAMWi1p ! I Wm, ,Hy I Mt ,W (( jt Eas"I'l-1 ' 4 i fCLOW74 _1 w wrLOA 61 I i t :.. 4iwa MIT 94EN ! 1/1 �- /32�aw Mc NUT /ww'A4SIT 3/3r Im1O NUT i t R 3/32' YIINO _ � f J ♦ it t R �wE/rt11 a 12 ,/2. D.C. iii555nnnttt wam (w"M I . ,^..-$ !j4 TAPCON NICFIORS 4 �tja TRPCON AMCYIORS i/♦ TAPCON ANCNOIK 1/r O.C. 1 a' T1PCgM 1/2' aC (ETA9GaRED .4 ENO) CMONMD w/ 8ND) I a 4 1/r OL: , CONCIEtEwcM OENTEC -_-.- REpDtUORED BITCH ALOURFDcaKCNETE LOCK IEOIUREoCkOEWrtMIt= SO" W-1' SCALE 3/r-,- SCALE 3/r-i' SCALE 311r.r SPA SKIN toa tlo RAN M4JMN t AWHQR ME uSPACINGLN11Wl6 SPACING N Rft AWLwAB 900E 00 It A1IIHMII IIDHID IU ► Fag. NULPMAMCF10 WKO AMOMN T IMt6 MID .WMIsI SCOT ENHANCE ON 1}N •HHM4DMo AL�•1. A) S EA LIMIT D smsom PoI E.D. MS W4DI 4WIGTRD ON 3OfOU1[ 11NIct NGI G SHOW 00 SO N D►AONG MN fTic Mrl O,rW w W 3 ADRN. Y I1rE ,FaNOB FM nm Fr M N01101I s FACI0IW. HOAR INS o INS ro 9E Me" F. , 1n' A• wmxopowo TOR OV ME LESS 0O MNMD MINIM FACTOR 91YML NOT ME LESS MOM MM4M OR IN f1OCJDOD Wlt FAIN MIGOB TYRE ON tHm 9cHlmu[ 3 - _ r lea JINGTH NEW 0 SCALE 3/a--1- tl�s 1. INSTALLATIONS ARE ONLY VALE FOR BUILDINGS MIN AEA. DEMO LOADS UP TO +55.5. -72.0 FSF Aft PANEL'S LENGTH LP TO r-r. 2. FOR HEW WOW FRANC CONSTRUCTION: WOW ILMMS TO K SOUTHERN PNE NO. 2. W/ SPECIFIC DHNSIY OF O.S5 OR ECLAL t (W rNK, - T MIEMtR NMIn) mavw PAID IACWfOR AllowAlloww�p�3 ('7 N >( 'L• !E MR IL S. a 4 SUM SQ 1K/E ; • twl0p • ♦ • . I 1 a IwtNNulsJill / 1-1JI-XI 11 fl 11111 IlInkilill E i M HOLE 4 STOW-._ L• I MR M CI= A MM SEE NLOW'� 3F- 2• ,- Afw'--7 MXw1AE MN a,Ht :k FOR WDDD :.EW MtE 3 .. fwl ql®W/ aR W/0®.® s¢ s2:WIR6 oA aWIRT b SHOW Ad • LAST ►THE__ _(j} To i NSALMD AT PON TYPICAL ELEVATION FOR SERIES 2M Rywa swr A SPX BALL E; Z HANG s?ORY PANEL [ia SYSTEM I INx1Afb TO 6< IIt3TALLJIO Am 1MW12 .vN' - Y IN= OF STRUCTURE lee wa w 1/4' 1M. N► T IMMW/-DUw®. SECTION A -A faWE R/tr - 1' Nam (1). Or7tat10N nF sD�s FDee� E - 2 KANO STORM PANEL SISTEM CONSISTING OF PANEL Cont. TMO(S lop a BOTMAL (2). j,TD PA rLS SHALL ALWAYS BE CONNECTED TO OD170M TRACK OTHER*= A STOP BAR (� SHALL at PROVIDED AT TOP OOFF SUCH PAWLS. (3), IF END PANELS 1/4 /-20.3/a'A1LZ W 7 3/32 W 'aW3 MIRROR t/4•/wl/i• M�T� IRO TAPPED;V= TIN OF FASTEDIS wY 9E AT OTHER OF TWO EXTERIOR FIAT FLANGES Of END PAWL (4). IN CAN THAT END PANES ARE NOT CONIICxD TO a0n7oM TRACK O.I. A STOP SMT IS ONLY USED AT lOP AT LEAST TWO PAGES SMALL SE CO MELTED TO BOTTOM TRACK USING SPECS INCom am MOTE 3) ABOVE IN SUCH CASE. CO NEctaN Or PANELS TO BOTTOM TRACK MAY 00" AT PANEL LOCATION. (S), SEE SECTION 1'. 3' B 4' ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 2S ......... _ rrr� an .Da iPAIM,ION _ ro Donau � Q 04 SHUT Ii I I mi' � I //TA2PCDN a r D.C. M/KIN Ai NOi HREADMID 'L• a., PANEL LENGTH (SEE NOTE I BELOW) WALL M.QjjMj T10H PANEL SCIDE 3/r-1FLOOM M"14 CODE r Asa 2*/24 P V/24 4 mm NINE3maim , ItGIVICINIT -•*"� (EH IOmAE OR � 3s) 3- Yo. ! I '� I. INPn, 1.•1. 5Mt t In•y Do or 1p i (64 % •L• EIS OQ ♦ ♦ E11EE NO'W'aR 3,, ♦ 9[LOw - p t 1. .71AIIRAIAx (Typ.) AT pS O'W'f td' 1 M/F•; ,i'LT Do NWRIOI MVttt'�6. • LATT BE 3a MHEI__®m MM A EACHOP1Mso ID M.WYS r TREADED W/ NMFAR WIVE TO iNHCurAx 2AYALl f1 _ WOOD AMID FWOY 1LCT M B-B -"' Af Da IMHl4T 1M 0). DEFINITION NY SFINBS HERD: E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANEL (r TRICKS AT TOP A PANT LWIE PLUS OR TV LONG ( -P BOTTOM W/SHALL ALWAYSEPgA�KpL1Cw113, �) LOS Po(NIELYA7E4 OIL :B USED BLof Y volesIOSP TO Q] TRAC//K AT Bpfl//O��A pD PIVNEIS SHALL T COWIECTED f! r 1 4-/-20R3 SHED T SILL wlWALLec-(EXCEPT AS ODESCRIBBEED aH'%T�- (3) FOR CASES jIDrTDL1 BUT E'HEN END ND PA E S AK No o NNDCTED TO /auiOM ifl/8( .STOP Bu I,� SMLL 8E PROVIDED AT TOP Or •1I:H PNtEtS. (4). FOR DWNJATO M WHEN//DO PANELS SAND SOME WERDR PANES ARE DIRECTLY MOUNTED To EXEYMw TONE INTERIOR PANEL WO USMLAADESYFO(LpWLIO 3C T SIHOWNP OWN wELEILT BOTTOM AO � 3 1//2�j' EDGE IMMICE. 4y, TWO AO.am MEED TO BE oc PAWLS �Q FIGHT S,pE OF Y W/IIF001111) HAVE . H� O) :1A_ TIER OVERLAPS RETAINED BY 8. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCIURES ys TAPWN SNORERS , 4• TAPCON M/GHORS -Tr D.C.-i/r D.C. "OR O"NEDCOINLYIETE FLCaT-: "0.AIMED NEOLmn OUREDD (''�-1 y` 1 1/4• ----- 11/4' I I IIt�OW/{wM�P. to I_ 1- s,iMfL P1p ,I yph� 1- lCWR1iW 0 1 Rm iR ; � � �f i Nf ,•1 R I1 r *"mom* +- :I Me ! I ir^ -7f%t9F'.• ►ANELIMTE -!%b-a • PANEwx 0o3/3r wm D'" 3/3r WMX. 2. j • a 1/4- O.0 (BEYOND) I .�p{�pEO l-._-6R f C TEC9Nc . - - -- OR CCaN M xsLocN 111. • ucc siEtn P SCALE 3/r-t' SCALE 3/r.,• AUMT9c '/•'• '/'ti �t ACPT., /l SPACING FOR Is aWIO w00D go IN moon TWE a iMmH �,•'� JCr.4 . MWE Ft31R/q. 0% mom lAOw 00] 3 'Y •••'• FW3AYU DalOOiD p1 t1iM •YrSwro 0.3 3 7 No. �� B% -: Soma FDA EA La AIIN I.ON IMa.PN OIA•W Y W 3 3 ,n *: OfIAO LLRM0. FIG FLORIDA WNLJRND CODE TR Y4( ZoR9 NwrioaMm amamINc� $M= so"ON N9900" MGM 13, ION ON" 20 DACE OALYANRED STEEL SEOIM PANEL Dam" Fn DY M IaLoom IACIOIR ION Alt 9PAM°°OW" 10 BIT IMS Got*= Ulm `RCT R1JSMALL wY � ,n '' - - p�s • DR _ PROTECTION PRODUCTS, (lC ",Ivan SE LOSS THAN MMNA 9MOM POWO ---'-- ---- - 'kj D - T� 4 M fA@T FOR DwAH ANMMpt TYPE M AN mmUL[ y' -. '-00 ...-'00 ._ AMN NMNIMNII .. 0 oM a tT+M Roy: 0.)a'�-VlWL Oft "54sf.4m 20-176 RE SdNJWMMMNWJGx WI4LDADA F' .. AL • Wm N W N CEREAL. MORES 1/ALn E-2 TEAMED gF7MD PWEEl cycn�A 1. E-2 HANG SO1M PA►EL SOWN ON INS PRODUCT EVAWATDN DOCUMENT (P.ED) HAS BEEN VERIFIED FOR COMWLJ410E IN ACCORDANCE WITH THE 2020 (7N EDITION) or THE nAwx BIILDNG CODE. DESIGN WIND LOAOS SHALL K DETEAMR" AS PEN SECTION 1620 OF THE ABOVE MENTIONED CODE_ FOR A WND SPEED AS 1M KIS 0. TIE INN AS E 7 WHERE TWEE NIN EXS WILL E AMUM O AID FOR A DFECTIINAUIY iACIDR Id -OAS. USING A9CE 7-,B AND STILL NOT EXCEED NNE MAXWLAM VERN PRESSURE ROM "KIAM ON SHEETS 25 A 26. IN ORDER TO VUOFY THE ABOVE CONDITION, UL7047E OEM WINO LOADS DETLT6WED PER AM 7-,a SHALL W FIRST REDUCED TO ASO. DESIGN BIND LOADS BY MULMYNAG TWA BY 0.6 IN ORDER TO TO COMPARE THESE W/ MA. (1.S.D) DESIGN PRESSURE RATINGS RIOKAM ON SH OM 25 a 24. IN ORDER TO VEWY THAT COMPONENTS Me ANCHORS ON THIS P,E.D. AS TESTED WERE NOT OVER STD. A 3M INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M. USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS 9E7N DETERMINED N ACCORDANCE WITH H0.5. 2015. STORK PAEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FENCTINATION TESTING LABOMTORII INC. REPORT / 2032. AS PROTOCQLS TAS-201, TAS-202 AND TAS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO RE INSTALLED ON THE OUTSIDE OF THE OPEN" ACCESSIID THE OPENING FROM THE ISOM W/O THE USE OF A LADDER OR Lin. THIS APPLICAMON IS TWIG WHEN FSTALUIM S WENDED TO BE PER:DRYED FROM THE INSIDE OF STRUChNE. 3 SERIES 1000 OWALLATION IS APPLICABLE TO SAGE AND DOUBLE HUNG SINE WINDOWS WHEN INSTALLATION IS REQUIRED to BE PERFORMED FROM THE MOM OF STRUCTURE. 4. SEINES 2000 INSTALLATION 5 APPLICABLE To SNGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE ROOM WHEN INSTALLATION IS REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM E TRUS OS TO BE 6063-TS ALLOY AND TOOPiR. (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 310E-H14 ALLOY. 7. ALL SIM SHEET METAL PAWLS SMALL NAVE STRUCTLMAL OUALM STET, ASTM A-GW GWX 50 Min., GALVAMZEO STEEL DESIGNATION W/FY- 56.5 W (AFTER ROLLED). B. ALL SCREWS TO BE STA04M STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 500141 W/ 50 IW YIELD STREAM AND 90 IM TENSILE STRENGTH At SHALL L COMPLY w/ FLORIN S UILDID CODE SECTION 2411.3 3.4 9. BOLTS TO BE ASTM A-307 LALUAAZED STEM. OR ABA 304 SERIES STAINLESS STEEL. WITH 36 kw MNIMAUM WED STRENGTH. 10. ANCHORS TO WALL SHILL BE FOLLOWS: (A) 10 EDEtwO PIw RFn IEYE• 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUQDEX. INC. (MIA re-3142 wti.) 1/4' s X 7/6' CALK -IN AGCHHOM.n AS AWUFACTAED BY DEWWLT INC. C. (NOV.(MINV. f'c.3 p-I.) /14-10 PAMLAATE FEMALE D a PNdL WE PLUS ANC M. AS W"AM9" BY ELCO COSTRUCIM PRODUCTS. (r.-33so W.) AH) MOMWN EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2• FOR PMEIAATE FEMALE 10 a PAKIwTE PLUS. At) MNNUMI EMBEDMENT OF 1/4•/ 3 7/6• CALK-N ANCHORS SKILL BE IS 7/9' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHILL K PERMITTED, 1/4- 0-20 SS S0&#AX BOLTS USED SMALL K LONE ENotrWl(SHIXn.D ANY MISS! MATERIAL 0057) TO ENGAGE 3/4' INTO ANCHORS. A3) IN CASE TAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE XOJNO ON THE E omm WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MEANTIME IN A1) AND IN A2). (� 7D F]L _ tMMSMtc ILK IW, - 1/4' • TAPCON µCDR$ AS MASILWACTURED BY I.TW. SUI= INC, 1/4' I X 7/r CALK -ON ANCIOFM AS MANUFACTURED BY DEMILT INC. Cf'-NSW p.9,I ) - /14-10 PANIELA IE MMUE 0 AA PANElFMTE PLUS µCHOPS, AS MANUFACTURED BY ELco CONSTUCnow PRODUCTS (r.-M1 ".0 •„4 RI) MMWM EM MMET OF TAKON ANCHORS 00 MUCLUM FEMALE 0 a PAMELwx PLUS INTO CONCIIETE BLOCK SMALL BE 1 1/4-. B.2) MINIMUM UM MWB OF 1/4-0 X 7/5' CAM-61 ANCHORS SMALL BE IS 7/6- INTO CONCRETE NO EMBEDMENT INTO ANY FINISH W7ERML SMALL BE PERMITTED. 1/4' I-20 Ss SIDEWALK BOLTS USED SMALL BE LONG EgUpKS/0U10 ANY MNR94 MATERIAL COM TO ENGAGE 3/4' ONTO ANCHORS. 9.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL. ANCHORS SHALL W LONG ENOUGH TO REACH THE wW SnKXT E BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 5.1) AND IN 9.2). (C) BE INSTALLED FOLLOWING ALL OF THE RMMSAD AT06 AM SPEWCATI S OF THE A DHOR'S MANUFACTURER I t It SHALL BE THE RESPOlNSMAJR' 1DE THE CONtPALTOR TO VERNAL THE SDIRHOHEE55 Or THE STRUCTURE MITRE SHUTTER a TD BE ATTACHED M INSURE PROPER ARyIORA.i- TNS SUTTEE SHALL ONLY BE ATTACHED TO CONCIIEM &DCU OR wow I'RAM1[ aW.ONGS. 12. THE INSTALLATION CONTRACIDR IS TO SEK/CAULK ALL SHUTTER MOOKO EDGES WHICH REMAIN N CONTSo G S CONTACT WITH THE BUILDING 10 PREVENT IAD/NMN INTRUSION. LARK AD SEAL SHUTTER IWMCKS ALL AROUND FULL LENGTH. I3 STORM PANEL INSULIATION SHALL COMPLY "IN SPECS INDICATED IN INS DRAWING PLUS AM BODING 00 20W4 REGULATIONS PROVIDED BY THE JURISDICTION WHOM PERMIT IS APPLIED T0. 14, All" WOOM AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS PN.OTF POOM. 15, (o) THIS PRODUCT EVOLLM11061 DOCUMET 1?E.O.) PREPARED BY THE ENGINEER IS OFAQYG AA DOES NOT PROYM INFORMATION FOR A SITE SPECIFIC PRNECT; Rm WHERE THE SITE CONDITIONS DEVIATE FROM THE kU (s) CTHIERPROD PRODUCT �EDgEON SPO THIS FOR THE SELECTION, PURCHASE AND PRO41DEO HE/SHE DOES NO DEVIANT UFROM THE CONDITIONS DETAILED DON INCLUDING LFE SAFETY ON THIS DOCUMENT CONSTRUCTION SAFETY AT SIT IS THE CONTRACTORS RESPONSIBILITY, (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IA" IF MODIFIED. (4) SITE SPECIFIC PROJECTS SWILL W PREPARED BY A FLORIDA REO6TEE0 ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF REC•'ONO (E.O.R.I FOR 11E PRO,E6T AD WFD wI1 BE RESPPONSMIE FOR THE PROPEE USE OF THE P.ED. ENGINEER OF RECORD ACING AS A DELEGATED ENGINEER TO THE P.E.D. EM;MIEEt, SMALL SUBMIT TO TINS UTTER THE STYE SPECIFIC ORW#= FOR REVIEW (D) INS RED, SMALL BEAR THE DATE AND ORIGINAL SEA. AND SDRATUIrE OF THE PROFESSIONAL DNOINEER W RECORD THAT PREPARED G. 16. STORM PANEL MANUEACTIAER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN ACCOMMVCCE WITH SECTION 1709.9.3 OF FLORIDA BALDING CODE. ONE LABEL SMALL SE PLACED MR EMERY Mpaw LAWCUNS TO COMPLY WITH SECTION 1702.9.2 OF THE FLORIDA BUILDING CODE. INSTALLATION SERIES 2000 PANELL(I)INTO POURED CONCRETE t AND 1000 E-Z HANG STORM OR CONCRETE BLOCK aKgpE ROHMAt oS so N 1 H i 1• 1 I � 1 ' L sm F M ami& T�9 P Ej '110 06,M E (, VON OVVAO a 1 atpAp i p i2 i 1 N W 1L N f 1 f R 1 1 f•� 4M / MK 10II t" �'•1N#• OD UPS asII W O J_ sEcnoll - 0 WmNOaWw m men TaI UIIIam" m" Ato It MQ®l NI 4 Y [ W 1wA7 . (W ® ,P'Q �+aL mO0 a rMMM Ninon '�R� mmllAW TINE M am LL L, - ® 0 Aww IIIl wmi MAIL 3D. - mW D6Ma nl•.c.A. 1/2' 1• x am 1SOM a MIT tN�wHW1 NYINMUO� PA OMIaIAWM .D,E-+ 1m�iNM•WTEnW�al' Y � LVAa Aa' AOW 1 40M0 N cn j O CD U (1) IL c O O C . 7c;) Cu U -0 (3) CL N Ca U 0- cu - cf) 0 0 O L cu CD /�uy� I. L y H \V A ._ C Q U) cu L CL Q U O W .� U) cu 411B..a Lu Q Z Z Q J SHEET NO. SH 1.2. WJCRUM LSD. P= HEN. lO or- am I 40" -75.3 AT* On Lus 2 9/le 2% S. 110. A 3*0 .61". -73,3 w OR an a • m=1F4*J-wv " MAL A, MANTAS AT OVERLAP At 4ox OF PANEL LOAM Of PANEL AACKNON bVAI" ANCHORS SPACING FOR L D. I/r KCRM IT & Aw. cohiskom OF THEIR VA=" FARE. Leim (a) Pw (,T) tNIpCDIW CALM-111 FNCLmn nmaz 0 KVMIAM PLUS To ,ff To CONCRETE 10 cmmw IQ CONCRETE To comcmm Ir MIA ". N/A 12" -Jk2L-. k/A 12* N/A V * 2' (TOP) it* 31* Icr 3" 51 4- 1. 4- V (BOTTOM) " 12' 3. 12* 1. 1. 1. w Ir =10 -7b.3 N/A "/A */A WA N/A N/A 12 1/2- it" 2- (BOTTOM) 70* OR LEA N/A 6 1/2- I N/A 4 1/2- N/A - 4 1/2- N/A 3 (TOP) 12F -- MIA Ir N/A 1 1/2* MIA 9 1/2- N/A 3. (BOTTOM)MIA 12- N/A 12" N/A 12' N/A 4* (TOP) 12- 9 1/2' 12 11* 12* Il- A- (- DIM) *UMT1ED 10 OLD W. A.S.D. INES" PIRESIURE %%INC. &SM SHEET X FOR ANCHORS IVP% & SPECK IN NWALLATOG WIC WOW FRAME ItALOM mmnw Now WAIX" AND UNMA cm mmu AN omem ON no SC At FOR L& LES MO OCCOM ON SOMECKAUE MIDUCE APICHOR WMM &V WAIPLYMS SPACING 940WM ON SOHINILIUE IN THE FOLLOWING FACTOPS. FOR THIS OPOUMM 10 BE POSSOM R1111CD MARGINS ONUM USO TACWR SHMA :"w L= upiam vocm ommim m EACH mom TAPE AT III[ t/s1 ,Ni1/4's 1/4% RWOOM01116-ift NAM WL Mom stwas W3 3 3 21/2 ow."It we loom VHHHw ImIlk 111 3 3 3 31/2 310 4 to JL ra Ong 1110011111 I Itr VAR 3 Itr AD In + REQUIRES AM. DISTANCE BETWEEN BOTTOM OF PANEL t Are QD To BE Ilr Mom, ++ mccummus wa awspicE musm sorm or PANEL me CD ToK 31'r COMPONENTS FOR REGULAR , UFE SA FM & E-Z MAN STORM PANEL SMEMS (SCALE 1/2-l) (TOTAL NDM- ------- -12jw (EFFECTIVE wuno---- S.S. sm mgm Mat Is 0 1/4' �6- Ile mp.)-- .374" OR a 12 lIr as -1 -.4w- Nap* OW K OMAN* oar# saw MAL IWO am 4F - -- 30r meTV, ---I '.OW - O,r III COMM s0.m EEDETAIL A 600-------DG a)STmm PANEL - FORMS INALL BE INSIMILLAD #L%%" FROM LEFT 10 mm W/ Ilr LED AT sm %I LEFT WE OF pwa O 'No WALIKIII -r TR= ANGLE WITH STUD 7OP VOINE 01 (1,11) ftfAx G&VANIZED SIM ImAn 3 Do LIP 0.117D I w EARNED Em J-Amm Mo• I *.,Or omr r I a; , -@ (w (yo MQUETIMIC VIEW NJ& A I-- . ROUNDED COMM 0 ENDS OF PAWL'S UK �cmw` .1� 7 L- -7us- END UP W1 HEMMED EWE L A`Iali 2.3W (N.T.S) MIT. , 1 Orr• MY H= WASHER EL 3.7 w 3105-HiS4 ALUM. ALLOY U, I I SM SHEET 6 FOR A00006k m24' ANY Ummmom f mim Low, is I vol, t ONLY VIM FOR 96%MJAIIM VARD O ALLM 2 1 'A eoOD STAMCKA"ES' IMF`- 3,7%r L -iar .12r LCLA 64011' 1 t.111 75W L - 4 i L- (Typ,)# OIWV. 'N' WADER • I- Mom. TV r M­- SLEVE 11' LAX. @ r @ PANEL .374' 3-000* U I a, (USE ONLY FOR E-Z MANG SIM PANEL SifflTEM) 4063-1111 A.A. ALLOY FLORIDA PAMNIG CODE (Non HISIT Vot"OcItyy NurriQom tons) 44M TAIM m FA SVORM PANE] STATE OF - - WMAM L 110141. 11LIECO I car A— 24 CASE WVANW STEELGLOUL PROTECTION PRODUCTS, ur- ILL 51 SAW E. m - M. 20-175 @BUILD -ow *r F- TRAM WASWIED WDMUT TMAPII M CA-000 UJIMIC 3 AU." P1 WAJOWWWKIWn RM= " A. 1% pi:AMME riam r I ETU CONCRETE AOCOM MEE smem" ­ r SHEETS 9 THRIMANcm10* ou INTO INSTALLATION DETAILS FOR REGULAR POURED CONCRETE OR CONCRETE ALTEFINAW CONCRETE ANCHORS Lotmom SEE SCHEDULE ON PANEL in BLOCK STRUCTURES ow" COVONI� SHEETS 9 TAW" 10) OR, .2r. . F&GUM. AS -L-w­ Va= - - an 0MAX ;• --- CONCRETE ANCHORS Sw . *1 & Ma W/ VAR, I (SCE SCHIM A T am -- SHEETS THOUGH 10), IF =3:ak TO GLASS UL " v m- PANEL AMOTH No L MRV. PANEL olmn (SEE SCHEDIAL LENGTH I (SEE SCHEDULE-- aw SHUT 3) '1 - - --- I ON SHEET 3) "Dow" lt OF MILK EMI. EMSTW. POURED OR CONCRETE INDIANA COMCNETE M". SEPWIM 70 GLASS. W SCHEDULE ON SHM 3) PANEL LENGTH (SEE SCHEME ON SHEET 3 MR wilcut(I A SCHEDULE - ON SHEETS a lowSPACER j"j I ummm T-W) SION ED' l OF MAX. t.CONCRETE ANOOW An SHEETS I Trptouw 10) SWATS 9 THROU&N 2 IlIr LONG VAX NAM" IV. :�-Iv CONCRETE ANCHORS I OF 111011A, Olt (SEE SCHEDULE ON (Sm ScHIMULIE ON McRae CWTVIEVE AmUcv- (m gmem" am SHSETS 9 THMO" 10) cum MOUNTING Mi or, SPACERS 0 MG. w4m FOR ALL OES,CN AM PANEL POURED CONCRETE omsfm POURED CONCRETE.D'. Am , 3. REOUNM :wm BLOCK OR CONCRETE IEOlNAE TOOK 11 IMP(. L" ZUMNUM SPACERS Is 12 1/2- OC. (SEE TABLE III ON SEATS 9 a to.) ffilmom MOUNTING WALL. WOUNMG 4N MG 9= W/SPACEM ng on SG1lE SUM,p INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (1) INTO EXISTING WOOD 11/2 LAO sm" 0 r ox. W/ JIM THRUM ro� To 4N WAS SCREW 0 O.C. W/ VOTING om HIMIDER. lIr go, IhVAL4=*PEW MT44 I e- odsnw WOW WADER. C-L &AL- Z-41 Eft END OF40D ' STRUCTURES rw Raw FLAT 00 Ifto"OEDUCE I RT, &)C..L 0140 SAA& 0 rA Do or N�&- . ". am 0~ 9 1. NVEALLATIOING ARE ONLY VALID FOR SULDW= WITH LSD. I ADS UP 'M .66.0. -1&3 PH AND AM&'S ANGTH UP 10 S-,.q2ON La . .. Z FDA NEW WOOD =V?D=;M WOW MVMBUM To pot M. 2. W/ ILM On VOUAL SEE SPECIFICATOW M el:jE5�� O�j AT TOP WILL AS I I IM= ON OR D TYPE t A low 31100 IM"I'Lumom TYPE 04 2 merf, an iv, vp & sorrom MDUNTIMIN CAN BE Mewa At ANY YTV SM My Wt44LAT*W MAXIMUM PANEL LENGTH -L+- OR -L-- (ft.) a MUMIUM A.S.D. PRESSAE Mfg mom CONCRETE J, WoOD IRVORLIffilow t L+ L, no 121-41 W-o* sic W 41 JcLo - it, r W-0, SILD to-lw W-cr dao r-1. I'so Sao lr-,* 8'r BAD 91-3* 71-71 III r-4* no r-r Ir-10- B0.D 111. 61-P as.# r-r Ir-1. Sao PLO to" I•a-ff, 10&0 r-*1 it" Tract S=a' MAXIMUM PANEL LENGTH 1L+" OR IL-" (ft.) 0 MAXIMUM RSA. OEM PNMSM %%I" (pat) (+ - -) CONCRETE a wm imsTalwam t ado 141-4. ado J0.0 J" fir -to' 44LO 4" ff- I' #V­J- Sao 81-71 0• 21 S&O Sao a OLD yao 71-0* 111-e Sao V1. d'-s' B&O 1-1. 0*-3' 00.0 1 r 050 51-14" Ica* MAX*" PANEL LOW" MIMM SEPARATION To W= SCHEDULE WOO SPIED 4 170 v, WIND SPEED 170 ft" twittestmumal RMWAM UNPIEPWOU 30 OR LESS a' 61/4- >3 70 so I lIr 7 1/2- 3,90 TO 145 1. 1. 7 fIr 7 1/2- WAa. . CLLFVFILI dF..% A PHI 1,LPHILM&W& d%rMUr%rV2rmu LAC Sam a w O.C. W/ = 2&3/4* TRUB5 Ar Ir w PLIKTWAM `AMV MO or EMM iiIFF TO 005"M WOW MEAD", Pop RK7 r Ir OF EVIL)" C-4 p-mi. Las 0 VIA I or (TO.) 7 GI OME ouNL I/" a 1/4-8 L44 $own a v Q.t R/ To I= INW.4= KNEW" WOW HEADER. 10.1 O.C.ww- nIA par SAS, 0 U. DO OF 4D -rpvn ISO: DEAL uz. & - A, 2 1A/Ir M. - To 4•1*- GLASS RWNC IF OVERLAP I 'oc 7 ;/w Mn 5 '--20.3/4- To GLASS 40 1/4 EW 2 9/ir " 1"74 SB%RUM J/ u;; IF H.A.E . 10 QLAS& VVERV OVERLAP EVERY CIVERUP --- I ip w 1 4Z.22rt 1114 ID 6 it !.- -1 14 I I Lr 1; 4- f/2- O.c I. L �j WCANIED L , i I VA . . ! " i 9%� 'A pe-w 1 , , INSIMIATM -"/,4;, LOG sm" 0 A, ac W/ 6: W TWILACIED PENETRATION W. (I if OF ALW ALTEEWYM 2')V PLNtiflATloN WV r'4. ACRID SCALE 1/41-1 PLATE WAUM nAV OR am a" If Un Au FLOOR cmuc MOUUTINC w own" RINATWE SCALE 1/0-1* I a, SOME 1/4'-1- C FLORIDA BUILDING CODE (09th VeWly Hu TNT Zone) No. 4 -an -.%M K. 20 GAGE CAVANIM STEEL STORM PANEL rp LTA CWBX PROTECM PRODUCTS, "'W"A"m &* Of sm. - 'In OF /T ME C -0... WII DV. Qm Vs .....• . Mflowr-k )06-)S-k Fw 20-176 ANOM omm ", WAL Fl. 3"1 1/4.• �Zai `RN`- � me ­HRR =440"* �,Hmfw--, NOW DIM" =413 W; S'*"DW lap fthom CA-411I • - !". f olm"a w VTR "I h AMI VIA RANA I wim a 0 a 71 0*1 STA f m - W - 41 gag 0111= MOUNTED AT UCK-00ORR @ GI Dom MOUNT N. HEADER *U` WADER m MOLE TRACK WAD-= r CRACK XL - maeff MOUNTW 32- 32- 1. w 4 IA'xI.w WW ARGUE w w 3r " 3wr 3r a TRACK sr 32• 32' . 42' 11r as. Sir (it RM 311' w 5r w 3r 3r W W I W 2/4 1/4 3/4. 4/5. 5/5 & 6/5 "76"', 3W/7 & 4W/7 tw/B. W6, MAX AMCHM (SEE SCHEDULE OFI­ 3' MAX MVL7--Tt SmErm 9, in all) -f*-- - o 6 -1 - r t r- -1 - -1 - r - r I - -1 -r r- T I -Ir -T - -T T­ - r- -i - -T -r- -I-- T - - - - - - UNBOLTED PANELS BOLTED PANELS W/ iox 1S. M.S.BOLT (SEE SECTIONS AS W 0 EL APPL-" (SEE SECTIONS All IC LE)" D.M..O. AMR 1MIA. 2/4 14 1*1 & 8/5 1- MAL ' L* 4W/7 -----ANC"Oft (SEE So"" ON SHEETS 9. To afjj)- - REGULAR STORM PANEL 61) ELEVATION N.T.S. le kill. ow 14041= [(1) L+: MA) I- WIN (2) PM= OMEN A 44167 SATE OF 167 -u E BELOW, MR MO. PANEL LENGTH FOR PERRI QUALIFICKIII INTO WOOD ARE LMM'M N 95 R.&I. MAX A.&D. DESIGN PRESSURE RAMM a, tb At I VAX I't9101WADER 11% 15 LEM OM ILTIVIL M. LIECOmc. 24 CAGE G&VANIZED STEEL SIM PANEL VA DIM% W. GUML PWTMMN PI LM an SAL I1 sow ° - DM)-7m&m14 NM. • FLAN "-amlis 4, P. =.M. 20-175 ROMA* ft 15 -1 - am I or 0 INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES It -Aa) wow ANCHORS to GLASIL -Tw $010)" ScHmOuLE ON SHEET 11) ON SHEET 3) 0 21 --------- -- Z PANEL LENGTH MEW-ANCHORS WOOD -4- (SM SCHEDULE SCHEDULE ON (SEE ON SHEET I I FOR sHEET 11) SPAM (0 MAX 40 M;48 1, , 1 /2' OF .!;PACER - I . I LENGTH MAX. �. 1, SIM WADER I I ;'I % 2 Eaf- - REQUIRED i ED J ALUMINUM SINUCERS 0 12 1 10 1 G.C, DIM TAW #I . 11 1 L. SEE NOTE BELOW MLOU1. I Ill. um KEEVIES, PANEL Umm PANEL (Sm SCHEOULFitSw SCHEDULE (SEE SCHEDUUE ON -FANIOL IIATE FEMALE 0 OR PANEL WAVE ON SHEET 3) ON SHAT 3) SHEET 3) I A PLUS W SCHEDULE: ON sIw It) -T­ r I j­_ ... ­-t -- -- j ItMPEW SEPAPAIM in TO CLASS. 2.4* WOW GLASS PLATE REQUIRED sm so ON swv placT M&Lw NJ SPACER aulowyn 2W SCALE 3/9-1• sm 0 t2 1/2` D.C. sm �vjl ON S" HEET 11 FOR PANEL LENGTHS A, FOR FOBMT • D OCSIGN LOAM HIS INSTALLATION. ED . 19 MAX. 0 12 1/2- O.C. & wm ANCHORS **=M. 'It - kI I SIAGGERW w/ sm SPAM 54 INN/ BE I T1r LOW Dt-. ULE ON ScmHEET 11)SCHED (1) OOKLON a LMMD 10 A OK ftm wumm W" Ir-r LAW move NOW mmm a A WOrimploN Mo AMr on ,VGG IMS"Al mm mom commay OXAM do sm 11j, PLAIE ;I• MR. spoRlm TO owm IL � SIN901 r/ STUD -' Awmw WE $Mom= TO I Do Ammms Sam Twou outraw 14 #%mu wa M" a am lMYQT*Nmxm MI a (SEE SCHEDULE ON L ji fWdL K VA*" AT I ;WON ARDIV " SHEET 11) cokft= lift ntQ� (I) aim FFMOLM swo 4 t C)j MAIL IN, sm MAL Lumm" a umm v w is ANY "m GO umm C= OMPMMM "M UAM PANEL UN=O ALVM ON INCI mu III WALL U01 I mmw 1411 I1r MAN VACXR CWMW MA S&L K 0 SOMM Of aPI.RA. mougnmG m SCALE 31/5-1- 9= L MIALLAMOR 01F. SM a UM WPM VA M OLT &JERMWE 1w *" FOR we mu 3 is WAM saymom me 00 wwo cor THE Pima SCALE 3/8-1- (4) OWWALOMON WSW @ULM 24MVINVOINall .............. -I• %. FLORIDA BUILDING CODE (Man High Velocity Hurfloone Zwe)l MM FOR CQMMNMM OF SECTIONS! I INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. 1. . 140.44167 am rAmm Wc- DESIGN PRESSURE RATING (ps.f) AND PANEL LENGTHS 24 CAGE GALVANM STEEL SIM PANEL I owuVAm W. TOP & 90TTOM MOUNTINGS CAN BE AS PER SCHEDUILES ON SHEET 3 (EXCEPT FOR III, :* l -\MOMUM COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE M LE c om.. M PROTECTION INSTALLATION, RID 41m sm. m gnm 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... ...... AL&wrJ* ZVOW Umoawnc IMM1L FIL M. 20-175 SOUTHERN PINE No 2. W1 SPWM in' lee "MI POW A­H,I, ox "")smm7 5 OR EQUAL t 0.00mio woo ft g=pSDFT00!5W AM 1-10 WAM &ux Y. Ox ow 0 w to GENMtk. NOTES RMtle Met PltleA! Es. TINILY DOCUMENT (RUM) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDN" I 1-2�110. BUILD". me t. SOW PAteL SHOWN ON Ti65 Agmm /4-0 TAPOOM ANCHORS, AS MANUFACIURED . 1. 101H THE 202D (IM EDITION) Or THE FLORIDA BUILDING CODE. THIS SrORW PANEL MOLL HOT BE INSTALLED AT HIGH #114-10 PRAM MANE FEMALE 0 AND PANEUMVE PLUS ANICHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS CODE. FOR A S A oAs PER sIS** . W WOOD BLISMING. AS 067FJBUTED By ALL POW SCREW. DOLT & SPECIALTY CO. VELOCITY HURRICANE ZONES (MWA-WEE / BROWAND COMM). "/4'0 W SCREWS PER N.D.S. DESIGN wife LOADS SHALL BE rrunowd wrom I so OF THE wa mmummut, AS,,: um SPEED AS REDURRECI BY THE ANTSIDEFION WHERE STORM FVVNM WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR NI UISING ASCE 7-16 AND SMALL NO MO THE MAXIMUM (ASA) DESIGN PRMWK RATIOS MORATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL SE 1 1/2- AND r MR ELCO PAMELWE PLUS 3. 9 THOU 12 6 17, Va. AND FAMELMAILE FEMALE 0 IN ORDER TO VOW THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE ?-is Simi BE FIRST REDUCED TO JLSID. DESIGN PRESSURE ftkYWG of MULTIP1.1000 THEM OF 0-6 IN ORDER TO COMPARE 74M W/ MAR(. (A.SZ.) CJI) MINIMUM THREADED PENETRATION Of LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE I 1/2'� NO THREADO DESIGN PRESSURE RATINGS MUM ON SWATS X 9 THOU 12 A 17. 18. KNETR06TM INTO SRICC0 SHALL K COMMINDIM AS PART Of THE REQUIRED THREADED PO4MMM US 4K FOR WAND LOADS wz 121 USED IN ITHIOR ANALYSIS.FASI`EWMS SPACING TO WOOD HAS SEEN DICTIMINNED 04 C.3) 104MAJIM EDGE 0111TANCE OF LAC SCREWS. INTO WOOD WVU K AS INDICATED IN THIS MAKING ACCORDANCE WITH N.D.S. 2018. IN OVA" TO VERIFY 71,M7 ANCHORS ON THIS P.E.O. AS IMI WEFT NOT OVER SWADM, A 33S INCREASE IN ALLOWABLE STOW PANELS ADEQUACY MR IMPACT NO MO RESISTANCE WAS KEN YERIFIED IN ACCORDANCE WITH SECTION ISM.1 2 OF CA) MINIMUM PENETRATION OF WOW INUSIMIC SHALL BE 5/0'. 1/4'9-20 SCREWSSCREWSUSED SVIAU K I IffW LONG MINIMM U THE ABOVE KW04ED CODE AS PER AMERICAN TEST LAB OF SOUTH R"M REPORTS 001114,01-01 AND 00212.02-M. AS SHOULD STUCCO COST. me 0 We" FOR WALLS WITH ND STUCCO. PER SSM 12-29 at ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA, REPORT IT123.01-10 As PER CA) IN GCSE THAT PRECAST STOW, OR PRECJW CONCRETE PANELS SNCCO ON "M "M K FOUND ON THE OnTm US-= AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION Isim OF THE FLORIDA BUILDINGcmE WALL. ANCHORS MOLL BE LONG ENOUGH TO REACH THE MAIN Sil%UC'RRIE KMO SUCH PANES. ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) If CA) 2. ALL ALAJWNUM EXTRUSIONS 10 IN SOILV-111 MAIN AM TEMPER (UNLESS OTHERWISE MOVED), SEE Sim 2 (o) ANCHORS STALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMICIFACTURICk I ALL ALUMINUM SHEET METAL USED AT M.WUKS SHALL HAVE 3t05-0014 ALLOY, 4 PANELS WAY ALSO BE INSTAUED HORIZONTALLY FOLLOWNG 01IStALLATOON DETAILS SHOWN ON SECTION I THRM-CM 6 (SHEETS 4 4. NA STEEL SHEET METAL PANELS SHALL K04 St CALRUTY STEEL. AST/ A -GU OR 80 M"KM. G-OD GALVANIZED THROUGH 5) EXCEPT THAT MAVENS() A (p SHALL, NOT BE USED. MUCTURN. Am STEEL DESIGNATION W/FY- 12 2 ko (AFTER ROLLED). 9. IT SHALL BE THE FCSPONS*V" OF THE CONTRACTOR TO VERIFY THE SOLOOMM Of THE SYRUCrIAX VIHORE IMUTTER IS TO BE ATIACHED TO WAIRIE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOM OR WOW FRAME 5, ALL SCREWS 10 BE STAINLESS STEEL 306 OR 316 AISI SERIES OR CORROSION RESISTANT COALTIED CARBON STEEL AS PER CAM BUILDING CODE SECTION SUILDINDS. 5MI18 W/ 50 kol YIELD STRENGTH AND W kai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA 241 _3 3.4 10 EACH REGAILAR STOW P*Fe 011114 ANOTHS OVER W. AS PER SECTIONS 1, 2. 4. 5, 6 AND ALTERNIVINTS IW. IMF & 4W ON SHEETS 4. 5. 6 A 7 RESPECTIVELY: SHALL HAVE A LECISA AND READILY VISIBLE WINING 06-MXIM 0~ 04 TENANT TO a BOLTS TO BE ASTW A-307 GALVANLEW STEEL OR AIN 304 SERIES STAKE" STEEL. WITH 36 Am M"MUM YIELD STRIENGIVII SECUIRE PANELS WITH APPLICABLE REINFORCEMENT CALIRINC FEN= OF HURRICANE WARNING. T ANCHORS 10 WALL SHALL BE AS FOLLOWS. II- THE INSTALLATION CONTRACTOR IS 10 SEAL VG- ALL SHUTTER CWVKW WINES WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) TQLJDIJFIF�� THE MA�OM TO PREVENT RIND/RAMINTRUSION 1/4 0 TAPOON ANCHORS AS MANINFAMIRED BY I.T.W.SUILDM INC (0m r-3492 Ve+.) 12. STOW PANEL INSTALLATION! SMALL COMPLY WIN SPECS MOVICATED Of THIS DRAOM PLUS ANY BUILDING AND 100" REGULATIONS 1/4' 0 x 7/6. CALK-01 ANCHORS. AS AINNOVACTURED BY DENALI INC PROVIDED BY THE AIRM)ICTION WHERE POW IS APPUED TO. .* /4.• 3/4- $DUO -SET ANCHORS, AS DISTRIBUTED BY AU. POW SCREW, DOLT MI SPECIALTY 00 (mm rc-ww P4.V) t3 (v) THIS PRODUCT EVALUATION DOCLUENT (P.LD-) PREPARED ITT THIS DIGIMEEN IS GENERIC AND DOES HOT PROVIDE INFOSWATION, FOR A SITE SPECIFIC PROJECT. ..w WHERE THE SITE CONDITIONS DEWIT FROM THE P.ED 014-10 PAMIELMATE FEMALE 0 & PANELMATIC PLUS ANCHORS. AS MANUIFACAIRED BY ELCO CONSTIVI)MION PRODUCTS. 'IVO ZAMAC NAUN ANCHORS. AS MANUFACTURED BY DEMIA.T. INC. (0) CMWCM TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AM WWALLATRIN PICUAD*IG LIFE SAFETY or ING PRODUCE BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OCIAME FIXIM THE CONDITIONS DETAILED ON THIS DOCUMENT A 1) MINIMUM EMKDWO OF TAIPCOM ANCHORS IKIVD POURED CONCRETE SHALL IN 1 3/r; 2* FOR ELCO PAMELMOLTE AND R SIRE IS THE CONTRACTORS PONSIBILRY. CONSTRUCTION SAFETY ATCONTRACTORSS M 0 3/4' FOR ZAMAC NAILIN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MALAD W MOWIED A.2) CALK -IN Al SOLO -SET ANCHORS SKILL BE EMBEDDED 7/3' INTO THE POURM CONCAM NO EMBEDMENT INTO SIVIDEO, SHALL K PERMIT0. Ile 0-20 SCREWS USED OWL 13E 1 1/2' LOW WOMUM SHOULD MCCID EXIST, (4) SITE SPECIFIC PROJECTS SKILL BE PREPIMIED Or A FLORIDA KOSITROD ENGINEER OR ARCHITECTWHICH WILL BECOME THE AND I* mmum FOR WALLS wrim NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THRUM "C" W/O HEAD, ENGINEER OF RECORD (LO.R.) FOR THE KJKLACT AND WHO WILL BE RESPONSIBLE FOR THIL BUT om WING NUR PROPER USE OF THE PE.O ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.EO, EMONEEK SHALL S~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS PAVERS, STIUDOO OR WOOD BOARDS BE FOUND ON THE 00STMC WALL OR n". ANCHM SIMI K LONG ENOUGH TO REACH THE MAN STRUCTURE NDWO SUCH PANELS, (e) THS; P.E.O. mvu BAR THE DATE AM ORIGINAL SEAL AM SIONAYURE OF THE PROFESSIONAL AMIGHDRAGE SNALL BE AS MENTIONED IN A. 1) AND IN A.2). ENGINEER OF RECORD THAT PREPAM IT 14. SHUTTIM IMMILIFACTIMrS LABEL SHALL BE LOCATED ON A READILY Y&BLE LOCATION AT STORM I'M AS WMPXFL41CO BY I I W SUILODC. MC PANEL SPUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BUILDING CODE ONE LABEL (8) !0,141- C.P.CCIN AIXHr !t ASTM SHALL. BE PLACED FOR EVIDIV OPENING LMIQJMG TO COMPLY WITH SECTION i7oips.3 01, FIVE 1/4' 0 . ?/a , CAL11-111 ANCHORS. AS MANUFACTURED BY DIEWALT. INC- FLORIDA BUILDING COOL 114'0 . 3/4* SOLJI ANCHOFS. a DISTRIBUTED BY ALL POINT SCRIVIV, BOLT & SPENAL11' CO. $14-IO PAMEULAFE FEMALE ID AND FAMELLIATE PUS ANCHORS, AS MANVIFACNIRED By ELCO CONSTWLTON TV 1/4 0 ZAMAC W" ANCHORS. AS MANUFACTURED BY D~. INC ...... 9.1) MINIMUM EMBEDMENT OF TAPOOM ANIENCIRS. EUDD PAMEL.MXTIES AND ZMAIC MALM ANCHOR, M.O THE h 111010aft cwe Zww) �Lc FLORIDA, SLIMING CODE (Moo Mg BLOCK UNIT SHALL BE 1 1/4 .: . .0m 1A."m VIC 942) CN.114-14 t$OUD-SET ANCHORS MOLL BE EMBEDDED 7/6'INTO THE CONCRETE BLOCK UNIT. NO %044 7 24 CAGE GALVAMM STUL STORM IlMa STICOD 94A1 BE PERMITTED. 1/4, 0-20 SCREWS USED SHALL. BE 1 1/2' LONG MINIMUM S-01" AND I* UM"M MR MALLS WITH NO STUCCO. STATE �MIL E c 0 PROTEMM PRODUM UZ. 0.3) IN CAM THAT PRECAST STOW. OR PRECAST CONCRETE AWLS, SR= OR WOOD BOAF40S BE 0 GLOM "11,14ls OWING WALL ANCHORS SHALL BE LONG ENOUGH TID REACH THE WA STRUICIURE BEHIND SUCH 20-175 ANCHORAGE SHALL BE #3 MENTIONED IN 0.1) AND IN 9.2) -.E SkAmmmvm cm T-- Tim I �4 Vw kN &1 0 a) 4 Cl I Lv 1*1 : J4 6 TROUGH IQ) ED M---A r4n V PANEL LENCTIVI SCHEDUILE (OAR SHEET 3) SCHE=0W V`f` F i SHIM 11 timaxism IDA I 0; v f VAX. 4`*,H�, ?VL_ 1 I. E.O. � I i - I .1. 4 am mout m ROMA, at Mk- lIr ANCHM ALTERIMI CONCRETE CONC�COIN= (an SPEUXE ON SHEETS 9 THROUGH 10) Ruwlzm mom= NOTE FOR COMBINIAIXM OF ZMM- E.D. ma DISTANCE IMAM SCHEDULE ON TOP & BOTTOM MOUNTINGS CM BE SHEETS 9 t 10) COMBINED Of ANY WAY TO SUIT ANY INSTALLATION. TO GLASS. SOMEDLILE UNPIN ow 7417 (SA am 94M 3) 1 I V - it -,A-- 1 3 i PANEL UDIGTH 1 (SEE SCHEDULE ON SHEET 3) =4 sm Of MAX I 1 LO. ii I I CONCRETE BLOM t RIEDIARED. 4) STACKIM W? STIJb- (SM sclera ON gem 0 THRo)cH 10) SCALE 3/4-1- CONCRETE ANCHORS m SmIcku Ok SHEETS 9 1HROUQ04 10 PTO I' mall, O GLASS, PANEL LENGTH ScmDuRE I (sm SCHEDIALE OR gaff 3) SF#FA-L-­I - rE J MNNUW�_L7 '-PUCASAL 0 NODULE ON _ j I THROUGH , 01 NLY WHEN SOD A new/ WHEN GEA=_ �ESWVLWM .0_ INSTALLATION DETAILS FOR REGULAR PANEL IC-DINTO WOOD ­79CATION ATE LEG r ILI ------ I-, WOOD AmcVVC*S ANCHORS I* Mn. - SCHEDULE ON (SEE SCHEDULE ON _=SHEET I I) SHEET t 1) FA 1/4' WOOD HENDrjt- ROMP" 1 WOOD ANCHORS 1 I (SEE SCHMI OM 1 4 DMMTM VC 1 SHIM, 11) ON SHUT 3) FA-Ro 1 9 v MAX. PANEL U13fam SCHMULE a" %w 3) -(D1 OF V MAX 0 t2 1/2- RC 40 F A" rl I I A- I E - - - - r t WOOD ANCHORS I,!- WOOD REQUIRED 21w wow PLA REOLSO mi SCHEDULE ON NOTE FOR I INSTALLATION AIRE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN FZ=RAgIG COMBINED IN ANY WAY TO SUIT ANY AS PER &�AND PANEL LENGTHS *WALWION. Z FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF GM OR EOUAL. m wow wo ON V b ' IAn 1/2 -I-- -L,- �­, - 1 re a lIr ac 7 It HIND axn �'2 M TO MAN . SUPARIC100 (VIA SCHEME ON wilurCLASS3) •V MAc A f (SEE SCHEDULElf, a , ON SHUT 3) MOD wan 6 I/e O.C. f ANCHORS SEE SCHEDULE ON SHEET III RU100 MOUNTING ALTERNATWE 4W SCALE 3/8-1- or 'I MAX. tM cn -cu O C D -0 0- cD- o 2 0) cu c/) 0 cu 0 cu -0 "Fn 0 L- CL -2 0 - ca 0 LL 0 > cn E 2 16- CL !E cu 40 cn cn cn cu > c� 0 0L IL CD -6-0 0 -.0 cuEi 0 C0 cu =3 Lu < z < CL SHEET NO, SH 1.3 .,.,,..Yn�.r•PY1T..r wa.n1rprl a a•t!++,��w11R`�A+4F471I, A6wP+rt�•q .. ., t ,a-c s LIw tl� ,j � • I llllill/ a�P�Sr}j�}� �i� 7R END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE SAFETY A E-Z HANG STORM PANEL(D SYSTEMS a 1 OR ISIMOaEIE VARES 1 � !PANE r . r . AN• 3105 M_14 1 r Md .l 4L & ,loo MIm aoa3 fl ALIm Can. ANAL AMMO ran , .•.. 1 -2 1/2• VOWN a ,2{0•G �R1[ 1 NCpI ca 214' �0p rM1�- rpl�l 0Nq�tE, 1� 1 ,14*0 . 1 3/4• TMCaI ' � _P1 N[Gu6Eo OONCaEtt alOpf DE 1 ® rN01011 a ,r o.�'._ 2 ,/r 1 1/4• tw r�AK•ou• ' : r -} ( ' I• V • lr D.0 LMRa 1 r a 2'. .ao5. 70 101 �'p010tlM ... / t• Y . r ..Ow WNt. - 1„I,i m< t ci]7 Y2p,. ; .aw. Mot a SI -_ _---- j Aar 316a'.N,a/ SNW iOULLD Cm4cR G o0NCR9E Y N 4' N .1yy I• ) V- IifK AWIL Wff RATE /� OLOOt GO 2•N• N000 nWE - 331 goes-To05- "4� 2 1/2. , + 7 7 - 3• -I I �' 7 1 aEDUNED COW. AUS1. MINE � \J yp• t 1/4 v+ , -�--------------J MI6.. OAP 1/4'0606_'-l'•4-. A"' '31 t Ir or_ 09-",4 ON 60a3-fl MLOr a/JICNMR Csl JNn MOLE CASE A (PLAN) CASE B (PL&O CASE C (PLAN) CASE D (PLAN) SCALE 1/4•.+' SCALE I/41.1, SCALE 1/4'- 1' SCALE 1/41./• ~ -t ti:/ •®� 19 OR ppL NAM M "/f3WEDODe/�taaaE "SM Oe F OPENING a FNEL2M1n PUTS LsEE IN.P P0mc 1 1 all 214• tw . SEES U NUSG & ,f) ESN ZMEDa a _ p rie o E taa wINEs• 1 ri1 ® rwa IRaM1m A 4rRrraE +a a , y OVERLAP BEYOND r.A WOm PaAME OPENING WAM CONCRETE. OSNCKU flRIMWD all 2•M• 1m0D FWAE 7P a �•. 1 3/4• W.. - - ( VARIES •© �® ^ v _ v A'DA FLIT N.Yla4 rNM{ifl m ir SOL- 1 "Au (WHIP Wr END PANEL) N . E0. DISTANCE /�A p� lit ---- Rve Sy.E G (P,TESTA:.....wuE 1/4-.13A:' '��GEN '•. V" FOR DIRECT MOUNT INSTALLATION ONLY t `Y CERTIFIED PANEL NSTµIATGN AT WALLS If/ ND. 44161 SURFACE LEVEL UNINVONS NATION 3/4• #: # :# FLORIDA BUILDMO CODE Mon YalGoi NWTIC011a Zme CASE E (PLAN) CASE F (PLANS I� OGLE ,/4•.,' SCALE 1/4'.1• 's �.��; ;AtORID►• amIIIIBOa ESL' 24 BABE GALVANIZED STEEL GORY PANEL arw 9r. 1L ETC o L P"T , F U.C. w am Nelp, •LIl'P67 Na 3a� 2L 1Ma. SR YMrP R OWL IS. 3LH4 28-1 •/5 WHIN MIMIC mM)M-76M. FM M4)LLN'aN7 w-- aM�A� �01a O IaNE NP OIL its.-ManG,At/Ort 6ALTB1 ♦. ►L 4M "• SIRE a a N MAXIMUM A.S.O. DESIGN PRESS roc RAT.L.G_(R`) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANEL (1) NSTA1 IONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL iQINSTALLATONS AS PER ALTERNATIVES I THRU 4W. ON SHEETS 6 A 7) MADE A3:D. DESIGN PF (TJ MAIIMIY ANCHOOM SPACING IN E.D.. AS SHOWN ON $HEM e AS 7 APPLICABLE TO OF THEM PANEL, 371GTM 1• (NJ TAPCON LAB SCREW � 7EWODa&"aA Pi1W tr IS' Ir Ir IS Fag tY 13• 1r ,r ,r 1I007700 a 1/r 6 1/2• S ,n• 6 lIr a ,/I. (TOP) _ - a I/4- 12 In' 6 I/6• "ff..) r-r (TIP) Lss rb44' (9OT102I) Ir IS' 13' Ir (T5� 4ia. -{5 US9 ,r it 1r 13- 1rIF IF Ir a 1/r • (10� lr Ir ,r a' IV(00"01) 6 in• 6 1/r 6 in' 6 I/r OOP) -I/r 121/2• a I/4- (6Nr.•y ;,W-♦ I/Y'6 lIr 6 1/2• - (MP) 14TO4" 4f Y/r Y - IBGrToW to I/r 9 1/r 12' ,Y a (TD17 IF /r 13r 13• t a t/r MOTION) • SEE TABLE /1 FOR TAX. A.S.D. DESIGN LOADS 6E MAY PAPEI LEINWHS WHEN SPACER• SEE TABLE FOR WX. LOADS MAX. WHEN IS USED, CORRESPOFgMO OPLY TO ALTERNATE 2W ON SHEET B MAX ASD. cam PRESSURE RATING (pA.1J MA MN ANCHORS 9PACNG FOR EA. - AS SHOWN ON SHEETS 6 t 7 APPLICABLE 10PANEL 43u#aum a ANY OF TOO MNO" Uum 1. (R,) TA -CON LAG SCREW PANELAMTE FDA" 0 PA7EL3EA7E PLUS WOOD LASHING I Ir Ir Ir 13• IS, Ir Ir tY Ir r III fours ) 6 1/2- 6 ,/2• 6 lIr 6 1/2• a lIr IS I10P) - - 61/4- 121/2• 61/4• MIT.-) S'-0• Y 7 'n- r 6• - ITS LESS 7 f/r or r r - 311 (BWiBN) ,r 13,Irit 13• mn 445, -45 ro 475. -7e lr Ir Ir fr Ir (50IMM Ir Ir Ir ,r tr W Ir Ir tr it 6 Ile I-�r IN (WTT61) 6 1/2' 6 1/2• { in- 6 1/r 6 1n• (1oh - - 6 t/4• 12 1/2- 6>5m S' 7 1/2' ) tn• - 1/2 13' 12- it U• 1 51/2- (MP) Ir 13• Ir Ir I le • SEE 748"IM TAX.-A.S.O. DESIGN LOADS R AWE. PALE!. -LENGTHS WHEN SPACER ® IS USED, OOMESPOND1110 ONLY TO ALTERlN7E 2W ON SHEET B TeetE.lL A --' A.S.D. OESM LOAD NPANEL LENGT 40 PSF OR LESS 6•-B• > 40 PSF TO 50 PSF 6'-2• > SD PSF TO 6D PSF 5'-10• A MAX. PANEL LENGTHS ARE (FLY VALID FOR INSTALLATIONS W/ PANEL MATE AMU 0 OR PANEL MATE PLUS ANCHORS & W/ 5POWN44 1/2• D.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.Lf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM/ PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(S)INSTALLATIONS, AS PER SECTIONS i THRU B, ON SHEETS 4 A S) MAX. A.S.C. OEM PI RATING (p,a1J MA,NNW MCHM SAWN FOR 1M E0. PER SCEOLI E BELOW APPUOt6lE MAXIMUM IEPw01w 1 (R,) ,µX, RSA. DESKIN ►RF MTN1G (p.6.f.) 41 1►AlAMi01 AMC110118 9PAL7q FOR WI E.D. PQ eGECAF Sam A►PtIGINE SW, MIAIOYW MOAM OLL Y' (,L) TAPCON SOUR -•SE! FEMAI q ptPAME US ZAMAC-NMDI OER-W t TAPtpI SOLD-SITt13'Ir FEMALE ID A 2AMAC-RAIN CMIt -N t t, N A N713r A 1p A N q A N OEM 445. -a Oft U s 1r ,r tr tr tr /r Ir tr tr -1r it 1 e•-a' OR lEe t4 `46 w. -m Ir 1r ,r ,r Ir IFIr 13, , IY Ir 11 , OR Ii85 Ir Ir IS` Ir it 1r 13• Ir is, lr tr I MOTION) it tr lr lr lr Ir Ir Ir 1r ,1 I IIr 13• +r Ir Ir Ir Ir it Ir ,r Ir (TOP) Ir 13' 13• Ir Ir Ir 1r lr lr ,1 t/2 2 (TOP) tr it /r Ir Ir Ir Ir Ir ,r Ir Ir 21 "TM) Is, ,r Ir ,r ,r ,r lr Ir Ir 11 2(BOTTOM) Ir 13• /r iY ,r Ir 13' tr IS• it Ir M ta' lr 1Y ,r lY 1]• tr ,r tr „ In 3 )W-r 12 1 12 I/2 ! I/r 2 1 12 // - - 6 I/4• 4 1/4- 13 (Barrow) - - 2 1 I. 1/4 6 ,/4' 2 1 - - 6 1/r 6 1/4. 3 (BOTMM) 6' r r r r r r 6' S' I r G` 7 In- 4 (TOP) 6• a 'Irl r r e• S In' r 7 ,/r 6• r r S• A tw) r - r - r - r - Ir - r - 4 W110110 6' - r - r - 1 6• 1- e• - r - 4 (mtTOM) Tr tr Ir tr Ir 13' Ir Ir Ir Ir ,r Ir a COOP) Ir _ --/r Ir Ir tr 13• Ir it Ir Ir Ir 11 t/2 (TOP) ,a• 13• Ir Ir Tr Ir Ir la• 13' IS• Ir 1r a DIOTT Ir Ir /r Ir Ir lr Ir 13• it it tr It tlr 5 (WrW Ir 13• ,r 13, it Ir tr /3• Ir Ir ,r 13' 8 (TOP) Ir tr Ir Ir it Ir Ir Ir ,r tr 1r it to 6 (TOP) _ -= 6 1/4• t 1/r i 1 4' 6 114. 6 1/4• a .• ) - - 6 i/4• a Ile a 1/4. 6 1/4• - - - - 6 I/4• e , 4. 6 (WIT.-) Ir S' Ir 10 1/2 Ir T 1r Y 7 in S 1/2 Ir T 4 vr I (TOP) 35,x m 14'-e ,r 6• i it lr 7177 it s 1 9 1/r 6 1/2 tr si/ritrun >s-r ro W-6• Ir Y it it Hr 9 t/:1 lr 9 1/2 I t0 1/2 7 1/2 lr r i aWTToM) Ir 7 1/r Ir tr Ir to' ,r Ir 11• IF it 6 !n• I O1Of101) Ir r ,a• jig Ilr Ir 7' 1 13• Y 7 1/2 5 1/2 tr 4 I/rP (TOP) IY I r it it ,r S 1/r ,r 0 t/r 9 tn. 0 1/r tr 5 'Ir 2 ((OP) Ir Y tr 1 13' 7Y ! 1/2 t3' 9 1/2 10 1 7 7 ,/7 tr (6oT10M) Ir 7 lIr tr it tr Ir tr to' it' r tr 6 f/Y 2 (5D1TD1t) tr 7• IY Ir Ir 9 I/2 Ir 9 In 10 1/2 7 1/2 Ir (TOP) Ir 7 1/r Ir Ir 1r 1w Ir to' „• r Ir a I/Y 3 (TO►) 12 1/2 2 I a 1/4• 6 I/4• 2 1 6 Iµ• 6 1/4- CROTT01) 2 1/2 2 1 6 1/4' 6 1/4' 2 1 12 1/2 5 I/r 6 1/4. 3 (501T01) Y r a' 5 t/r r 3 1/r r 4• 4 1/2• 3• 6 1/r(TOP) 7 ln. r r r Y 4' r 4• 4 I/2• 3 1/r 6 I/Y a' 4 (TOP) 5 In 7 lIr(6o jl/�* um) r r R• r S 'Ir 7 l/Y (SDTTDM) Ir 7. Ir Ir Ir 9 I/2" Ir 9 lIr o 1 1 ve ,r (TOP! Ir a 1n• Ir Ir tr Io• .r IV 11• r it s Wig (TOP) 13• 1' Ir 13' 13` 9 1/2• Ir 9 1/2• 0 t/Y 7 In' ,r eoliaM) IS' a i/r tr Ir Ir t0• Ir 10' it' r tY a 1/2• S (m1TOMy tr r or 101/2' Ir 7• Ir Y 7 ,n' 5 tJr 1r ( ) ,Y r Ir tr ,r a tn,r S 1/r f 1/2• i 1/r it a ,/Y 6CHIP)6 i/4" 6, r 6 1/4' t ,/r 6 I/4' I/6• !, 4• 6 Ile 6 1/4' 6 f 1" 0 1/4. 6 six IHW I I FOR AN"" ,On a w0cm IN MtICGMA60M6 WIG SWISS fma ouLoom • MINIMA ANCHN W %M= AG MrM4W EDSE 06AMR NNE OGUM ON OG SU UE FOR EA LOW TWA MGGIm ON 1097AM4E AM= ANOES SPACAS IN "IftVI IS 9PtMMG ON 1 ON BCtE M N DO fOLLMO FACTORS. FOR THIS OPtRGON 01 IE MERRLL IROYCm MYCNG OFARED Mg fAC10R 0*4 Not it LESS IMAM WOW SPACING NOORm 100, EAOI ANGER TOE M roe SC ENRE ANCHOR rft 1/P• 1/rP , . IN. //r• I/4. OPNNN t3tlp•Nr low VMVANLW Va.& ,OHNLIN AMOCO WAN060 (M.) 3 a 3 3 2 yr It,? 16a6MI6a60W 6y 3 3,n• r 3 a,/r 3 Ilnra W ENO, 3 3 I/r 3 lIr 3 1n 3 F/r 4 ACIMIL m FA010R - 3 •• SPK2HBY ONLY WM YMETd SPAI;ER 6 !SEA. 9EE T� )11 FOR MAX A.S.D. DESIGN LOADS & MAX PANEL 761EN SPACER CIEUSED. i 3• MAX a.a..Q.••'� O°rO I v MAL& A ASA. OFEIGII LOAD �PPA/EL 40 PSF OR LESS 6•-6- > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF S'-To- A MAX. PANEL LENGTHS ARE MR VAUD FOR RNSTALLATONS W/ SOLID SET ANCHORS R W/ SPACER AT 12 1/2• D.C. -- ----MOM (SETT SECTIONS & ALTERNAI S ON SIQ75 13. 14,13 t16) R-tA/13. 111-2A/13. R-3A(/14. R-19/13. R-2R/tsa a-3e/t4. R-1AW/16. R-2AW/15. R-34W/t6. R-TRW/1% R-211W/15M R-39W/16. O O O O O r VAN. I. MGM. 11 j� �N�I� I` l i ► 1 I I ����� i i I L E 1 4Y-2Wl•'SS, BOLIS IN I 1 ' (USE FOR PANE! LENGTH , MAX ' OVER rr -�67 .YPAMEL URGSI REGULAR PAWL a +AM -40A /.af. BOL .ECItA/5(IOVERLAP O PAIL LENGTH --------------- UK SwElY:i PANEL _ IDI (W/o MMG PAEG BOLO A i A UK Y-r WE Ra+a LENGTH BOli9 w AT All MoU(rm S.S. I i F AT EA OVERLA N j L12 T i .--1 ___a__,_�- _1_ } ___a___ I�_ _ Sf NOTCHES "Ai` SOUS 1 rIGI+ . LIFE SAiIY"-. r D.M..O• !� - �'; , PAM0. BOTTOM cGRMERs i , '. 0 Or O - WING HINT AT LMrdOR BANG MIT AT 3� LMjL. IiFT PAWL - RIGHT PANEL r WN. t INSTALLATIONS ONLY %%D FOR WIND ; 1• IPA. R-IIA/13. R-2A/13. R-3A//4. R-10/13. R-2R/13, R-30/14. I• M.1 SPECS UP m 170 m.p.h. R-IAW/t5. R-CAW/i5. R-3AW/16. R-1)PR/iS, R-2BW/15, R-3RYF/is. _-AWN= (SEE SECTIONS a ATERNITNES ON SHEETS 11 14. 15 t/a}-__.___.,___.___.._ ._ �_. .. t//" MAX. GAP UFE SAFETY STORM PANEL n ELEVATION (t) SCALE i/a'•i' �� OREGULAR ZO7• fl REgRAR ' STORM PANEL (MIN. *~ .i -STOLE NLLEY) s1Gi61 PANEL , UFE Sww PANE1, 3 * ' # IFS iLORiDM1 RlltlDiNG CODE Non High Velocofty HIM calls tam EXTERIOR°OP F�;S �AIO �r( K'aO' Ma 1L E C O L... 24 BALE[ GALVANIZED STEEL STORM PANEL OMAN IS, PROTECTION LLC• NM/ra2 DSc. SECTIQN A A SURE 1/4•.t- ! -r'••' 4a a a, t3� r2M. tM/a s,W NFr.Har .rl-r1N.w.. P6MF-,., «ca sm. N a= GOAL T. Sam NMOIL"4RM-THIN Fm fm)mp-Wal 20-175 P.E.sEM.n,rMWON[ WL1Oli. PL DRUM NR r. r 'r-•• • f2®q !M N (VALID ONLY FOR PANIELQI INSTALLATo6 As PER SECTIONS 1 THRU Is. ON SHEETS 4 k S) MAIL AAA PRESSIM xM) MARIANA AN04M SPACIIS FOR MN E.D. PER SCHEDULE BELOW APRKASIl 1MAR2U111 Lee?" R ��j MAX ASD. DESIGN P y) MAXIMUM AeIGNONS SPACING FOR IPA ED PER SCHEDULE BMWDESIGN Aro/PUOiStE a , IM11111RA WIDOW itLy UPON SOLID -all FEMALE 0 PR}R 7A►MC-WYIN CALK -Of 4, fm TN SMA-SE PUNS 2AMMMaN CAUL-N A To A To 0 10 t0 N N OF TIIDi >.I& -a To A IF I 11• Ir ,r !r Sr- tr tr I 12• ,r to* i r-r OR IE� • -75 411t-taa is* r 13• to llr it 6 I1r Ir 6 i/2 7 1 5 1 Ir a , 1 a'-r oR In$ IF I It* ,r 13' tr it Ir IS, it it ,r ,r 1 (Bodo!) /r 6 In' 13• 13r Ir a Ir r lr 7 1/2• IF Or I W&6 tr I it, Ir 13' 13• it Ir it ,r it 1r tr 2 Mn Ir r ,r 0 1 Ir 0 1/Y ,r a ,/p' 7 1/Y S 1/2• Ir 4 in• Y LTD•) 1r ,/• ,r ,r ,r IF u• ,r IF ,r ,r ,o• : (eoTOM) lr Y Ir I' 3 I r I, n +r 91 n` 10 t 71 n• u• 6 ,n 2 (NOTION) 1r it, ,r ,r ,r rr IF it it Ir Ir ,o• b CMPT Ir Y Is' Ir tr 4 ,/r Ir T IIF to 1/2 7 in• IF r IMP) Y 1 12 1/2 6 ,/e 6 1/4' 2 1/2 ,1 1 - - 6 1/4' 6 1/r b (a0TT0My - - 2 In 2 1/2 6 Ile 6 ,/4' 2 1/2 6 1/4• - - 0 1/4. 0 ,/r 3 (a01+OM) r r a• r e' e' 0' 6 1/Y Y s• a• 4 1/r 4 (TOPS Y r r S 1n' Y 3 I/r r 4• 4 I/r r 6 t/r 2 l/r 4 Mn r 4 (WflOM) r - 6 ,/r - e - r - 6 I/r - Y - 4 (mT1oo tr it* Ir 13• 13" I it Ir Ir 13' it 13' lo- (IDP) Ir t ,/Y Ir Ir Ir r Ir fi• lir '7 ,/r 1r IV 5 (Sam 13• ,l' Ir 13, it I it la• Ir 13• 11. Ir 10' 5010110101 it Y 13' it lr 9 ,/r it 9 in' to in 7 ,/2' 5, r S (aOTOM) Ir R• /r tr Ir tr ,a• 1r ,r Ir Ir 10' 6 1r r Ir 10 I1r Ir a 1/r it 61 7 1/r 5 ,/r or 4 1/2• 6 (TAP) _ - 6 t 4" 6 Ile 6 1/4 6 t 4• - - _ - - I , 4' 6 1/4. 6 (OOTTt•) - - 6 1/4• 0 1 C 6 Ile a t A• 6 1/r 6 t •• - - 6 1/4- a 1/4' I (HOTS.») IF -47a. 7 in Ir ,r lr tr lr Ir tl' r tr a 1/ , Sr-t, TO 5•-5• tr Y 13' 1 t it e t Ir 6 t 7 1/r S / Ir 4 117 t ID Y-a' 13• 1 f/2• it tr Ir 10 1/2 Ir 10 llrll to r IY -r1 amir101Q ,r 6 t/r Ir ,r Ir !• Ir 1. lo• 7 1& 1r 6• 1 dDTD1I) 13' 7 t/Y Ir ,r it tr ,r to, it* a Ir 4 1/2' 2 (TOP) Ir r ,Y 10 ,/ tr 6 1/2• 13• 6 t/r 7 t/2• 5 I/r Ir 4 1/r 2 (TOP) 13• 7 1/2• ,r Tr ,r o 1/a Tr -o 1/2 t 1 a• 1r 7' 2 (BOTIaQ ,r P Ir tr 13' 9 1/2' tr ! 1/Y 0 / 7 1/2•F13r- 6 ,/r 2 (BOTTOM) is• 7 ,n• ts' ,]' 13• ,G ,/ Er to ,n 71 i r Ir Y 3 (Top »- Y Ir ,3' ,r ! 1n' ib• ! ,n' 0 1n 7 ,/2• r 3 ITaP) 6 1/4- 6 I/4- 3 (W170M) - - 2 f/r 2 1/2 6 1/4• 4 t/4• 2 1/r 6 t/4• - - 4 1/4. 3 (BOON) 7 1/2• 3 ,n• a• r 7 1/r 4• r 4 ,/r s' 3 i/r I, r 4 (TOP) Y r S• 6 1/r Y 3 llr r 4- 4 1/r Y 2 1/2' (BOP) a' - 6 - a• - S' - r - r - (0011DII) r - a ,/Y - r - r - 5 In• - - .4 porrom) Ir 7 1/2• Ir Ir Ir ,0 1/2 Ir 10 1/2 1 , - r 13• r 6 OOP) Ir t lIr Ir IS` IF r 13• r• Tr 7 tn• r (TOP)1r 7 1/r it it ,3" 0 in 1r 0 ,n , ,/: r 1r Y (a0I1pM) it Y 13' 13• Ir 9 ln• Ir 9 1/3" IG l/Y,/r(ODTMM) Ir 7 I/Y /a' ,r tr 0 1/2 tr 10 , „ , 6' Ir 7• a OOry ,r S' ,r 1T 4 1/2' 1Y a f/2'. 7 1/2• 3 ,n•. t/r6I 4' 8 1 a' 6 , 4' 6 P 61 i' a / 1. 6 t 1 r 01/1' 11/1 0 1/4' 6, 4' e « IM $HBO I I FOR mcmm rm a 9104I4, no onvAu aom Sao 4000 mum Wikm a • MAIM MEMN BEATING AB MINIMUM Eft OEM= AM NOMM ON DO $041MAE POR Ea I= O AN OWA1t9 ON SMDMt NAM ANCHOR SPACING N "MMNb SIMMONS DOG/ ON faiDI1E N We FGLOaM/ PACING Apt AG OPSRA110N m 6n MORE. MM MOM Down OerIC ALTER SMALL Not IS COTS Tim ,NIMW YAOG ME== me GOI ANGER TOE ON INS: SOMEONE ROOM 11lE 1/r• + . t . +4. 1/41F ,1/4. •. UPON Ma1MsaW CA" NO" memo s7rOG Od) 3 3 3 3 1 tn' 2 in MAIIMM WK W 3 3 ,m r 3 l ./r 3 OrrAi,a12a3 GAOL 3 i ,K ] ,/Y 3 ,n 3 V2' ICRIiI .K 5N5R! F _.... ' Itr 'Ir SAM '• SPACINGS ONLY VALID WHFM SIPAM37t S lS®. SEE T 1 FOR MALL A.S.D. DESIGN! LOADS t MAX. PAQ WHEN SPACER of PS USED. 1/40 TAPCON.T..T CONCRETE �PW ANCHOR 0 r 0.C. BLOCK Ln i 1 3/4- -- T -__ 1/4Y IAPCOM� MCI= e r O.C. OISTNG POIREO COI mm ON •.-CONCRETE BLOCK REGARED. PMELS nm-g A A3.D. OE51Gd LOAD VAXON HPOND. 40 PSF OR LESS 6'-B• > 40 PSF TO SO PSF 6'-2• > 50 PSF TO SO PSF W-10- A MAX PANEL L040M ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS t W/1" SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL C1i INTO _POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/6.0 1000N ,_�PWAED 1/4'0 TAPCW^- _DUSIMC POMMEL✓ ANCHOR 0 r S.C. j ---___-- OR---- ANCHOR a 0o.c.OIN-- sm MIRTH I4 a N MR A 40M mom In TYPE At IINNOINI TOR SOTAUATDIE SON, =nvw SULOM 6. 1RtRNM ANCHOR tNOM AND MACAW OMIIK AIRIIINI WaDMI fly a •A�OW = oNI.I4tr ey ��� 3 Can DOTAIICE AIR Nock%t1D ON OM SOODIAL POR E.D. LESS TWA 901GIED M SO EDUE new" HONOR 9MCM } 6, MS.MYMG 3pocm smm am SOEOpE BY INS iOUCMRG FACRAL ARK � rMm IAOISR r - -- o3I MR THISOPSIMIM /0 IN FOUNKL REDUCED VA= auto" um FACM SMALL MOT SO LOSS 11W1 3 ,n, r MIINAMI SPACING IMMO m roll LFCH ANCHOR TIP[ all THIS SamLLn 1/4'a IAPCON(, ANCHOR 0 91 --- E7tlSmR te5t2EED �E7E OA CONCRETE OLD" REQUIRED. v I A fl CLAW 6_ -- -- - a Me,C LASS N N p'----- th-i q i . ! NH1 I N a PANEL Loom MAIL/ i 1' MAX.. _.i r PANEL LOGIN M (SEE Elll ilom ON PW 130 N 1 1 ' L/2 1 � 1 E.O.• E0.• 1 -TZ .OI S Id IMa. EG M L i IIMIS i 1 OC- EQ 1 13 _)/4`0 TNWN /4-0 TAPCON ANCHIOR 0 0. O.C. ANCHOR 0 r D.C. _EXISTING POUT ED CONCRETE OR POURED CONCRETE OR QQ��j���CONCE7E BLOCK REW RFD--jjiD��NpEFE ELOOL IIEQUNIFD. VAC 0 BAP-PAAWLySA�� E4AypEGpF2}1yA6A�� 0 L� PANELSCALE 3A�-I- 4^^ '0 IOW W -0 N j Oc- N U N 0- Q O .cm U O 0 O Q (u Q Q M U- Q > n cCU O L ^U I...i a z z w J INSTALLATION ATION DETAILS FOR UFE SAFETY PANEL C-) INSTALLATION DETAILS FOR UFE SAFETY PANEL Cti INSTAUAIION INTOTAILS FOR UFE SAFM PANEL 01) WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD _ _ �7aC r01R0 MCOx_ PODIIm I i _ ' •t ' _ i i I f F r, 4.0 TAPCOM 1/4-0 T ANCHOR e IS' C. _ ED GOI am CONCRETE 0 a• O.0 y ROC! SM MEAGER NGOER _ _ I [Ippp MF/DER i I I1 wp0m0p IFALGN'D. , ,... Rm{IIRED NEM,DER - r'- '-IEOIIIRm,W/'OER BEM RNm. ' '!mo � }, t 4'0 TAFCON \ t 4. 7APCOK t 4h TAPCOM I 1 4Y 7APtMt1 - /B ` 0 9. O.C. , N 0 r O.0 ` • a• O.0 I • r O.C. Y , 1 40 TApC01/ t a. TAPCON W tn' O.C. 1/4• ,/Y ,/4• __ _ f i-� tt,� r _ 1r '\ i '� 1 I / J . 1 e 9' O.F �I a N' MAX CD t/2• -FA)/1 E': • ; � �• 1 - � ,�EI '• N ., In• / 4- r/1, .,/2• 1/4• i' t/2• ' ,/4. 1 - � 1 p /1 I Wine f L Q' I f 1 7•� I 1 t '. J' , r --_I �': I NMa.-.- I, _ - AMAX MIR + +n' 4• r �r 1� 1 4' C //)) t 1 1 - / 1 I/ v, v a i O I ,• PAIR i � - i i - i i 1 � MN � ' f .- ,' MN. ` � i j �J i i la. cu II ro auGS tav Ganes R 1 j I ' 1 • i r ES,3TR)GJ !T- - I 0. a _ -... ,i d G aea7)• j , '.� N I ,/a as,• N ( lJ . 6 I - 1 -.� GA94 _ _ -. 1 _ _- • w � I I A- - 9A 1'a111.16 A 1 : N 1 ., t�Ns , q- - A G GIB• .� �( _ „( Y-dNY,N ; _...v. __.._. NLS1OLN N III 1 O i�•�-M"• j y I IaMNN or1 Ytl I 1!&.N r u EX ,ca i'• ppaGS37INRGG__�� . - GLASS _ _ /sY- 1 r ) . /_ M P /I .._ TITANS -�=r - - d! '� E •M : CLASS as i- «Wa7�8. R 1 1•YA3. �- ---- I 55N lOt 1M6 PAW, I /.. T.. I I IENM OA Y-r) ! 0tA85 N .: y a _ p ! I - _.. t PA¢ Ln rM _ -_ - - e• <s¢ ELEVE n 1 �NOPIOArrl `- _F. ! PEA%, LENCiM q -_ I ! _ _. -_ i v r -.- :%' .. - ' --- aNE NOF 1.n •6 F 1~ F 1- MAN. a I LOOM oat r-r) C { t 1 I i ON 9,FET f2) I -- - R• YeP. �} 1' PARR I s LEYT 1 M -- _ r (SEE ELNA,OM x H 7• MP2. it-- I • (PAN L LEN TH ! F ' i i PA111E1 lDl(iTM Fie1 H 1 N �PAHt1 E1^T N I i _ j ON bt¢T t2) _ a 1 ON SHM 12) N PANEL LENCM Ir--- r No` -j , I - _ _ - w- VV��-.l��-. - _ _ __ ON SHEET f2) _--___,_._ I __ L.L (SEE EEVATION a _.__.T_ _._ _ r_ (SEE ELEAAGCN N I (SEE EEYAON �- RA IN i PANEL LDMM ! 6 m GALAS. I %. 1 1 !" tO GIAg 1 ' �0N 9EFT t i �. -� O OM sNl♦f7 12) R ; O ; �• _ I ;SEE ELEVAi1f1N 2) H 1 5 T- N T OR SMELT 12) A N � ' I I I 1 cn C`' 1 r _- ; 1 }+ IS ASS I _ j GABS I s. 1 a m GAS& _ O !• _) +_ i V2 - 3 N w--sEwwAmar-- L'J i 1 EA.%. 1 O1SiNG T'GA� E O • F H , T- 'V � � •. _ _ F � a _ � PDUII�D� f CONDOM -I A. a13'Ir CONCRETE !LOGE .f ® NCaIOREiE aLOCk 1 `L7 - j •5 t •C"- REoIEHm.7,- } • e Vr ac ' _1-_ / _`.__� , I� r✓ - i i Iallo as - l - ..- --- - Iy {-O 1', •--� RED 2:4'woyq�I aeLvfl+-/+"aa [0. 1-I!a. ,eN •ar '� '� ( I 1�. .. r I I I I �(I Q. I I � II tcu/r6 P,YLLIAS4In - 1/4. PNIELWTE rly3 .. 11 1 j / 4'0 TAPCON , I 1 4. tAPCON 'NOR -N ' ` 14'0 TAPWN 2•.4' WO& f i • /t , a0 2'.4' _«-..1 2•H'• j. I ii I ARCHON • I2 1 o.c. -- Ara+oR (eEYallo) _ T' AIK.PIOR • r o.e _ ANCHOR e r D.C. a 9• a.c, RAZE t' { PUTS PLATE ,, - T' STAGGERED W/ Snro + + STAGGERED W/ 6T10 } ; IIEOLA ED 1'!r 4'0 TAPCOh REONNIED I 0 i _t/sY PAELw1c I•LU3 REQUIRED I { 1, I) ( _ I/4•N rM1F1YA1E PUNS 1 WOOD wow 1 zy�. ' ,7 1 i . !' 0.0. 6 12WALL MOUNT*= OR 0@Ns IS. t ,. TGIF ANOORt „R ! aNraN9 roN1 _ _^.•..._ _ • _! .1•1_-_ _ . ,2 /2 G.D. ' SCALE 3/5 OAMNAAA1M6 SRO rmO FRANK SINGING, - : 0=00 GM SO=" OUXU ANOOR 3PAOG N cu NA7Ml SIMMONS 000 ON MMU N THE - - ROASG SFACOOM M THIS GPOV4= A GO FORMAL MG%KGO SIMMONS OBVMM UN C ACTION WOLL Nor NE UPSOm 2&Mm W$Cm 00" m PON Eat Mom H, 1.4INN INFO M IM I MMINA . A T 11!dLL_I 7dALL. =�eP xnli N� Ep pw/r l�j............. 09cME 3/M + p 7 3f/6E s/s•,• scA1E a/ ✓q ,MOP 34:' �yCEN.�I('.;� EQ!..:..u[/l 3? ' p�tFEN$(c '••; W MMr2 Mom VMS W 3 3 n.OIRDA RIRLDING CODE NlArrkrna Z4Nq � 0 . EN � FLORIDA K4LDNO CODE veleo INNU one ZorN 44167 nARIDA RUILDIMG CODE Non h Velocity Nur,%, m tom •M2.GMW W 6^) i 1r • * e Tt 24 BADE GALVANIZED STEEL STORY PANEL k' SO -M "kim Ma r,_ 6R12M,rw 3 3 ?E ON= film Nc r,r. eam ILUM PN: r.►. . dNnr aMr 0.) 3 3 +n aINPNtl art . 44167 24 BABE GALYAM2F9 S1FEt STd1Y PANEL pwN In 21 EL,O GALVANIZED STEEL STORY PAIR! a ROLES S f31aQ Rap 6MIN1 S� : W/2Pn0N PRESSURE RATINGS (pa APG PANEL LENGTHS A$ * ; W/tlniR keviui, Z :Ik t. MISTAUTION /WE WAY VALA 1'qt TAX, As.O.STATE OF�W'..�,. /. 1. AUA Y )VALID AS.D. /¢ -�- DRAM NnI Vr 171 DAL`'• �ORID • „it E v O INe. P� • �^' PER ELEWLiGN ON SHEET1L 4 STATE 1L E C O HMO. �TEMN ' F U•C. amOESGN PRESSURE RAtiN05 (p.a.n ANTI PANEL ��L ECOLNG �. �•,,a •No S.W. N/ 6716T 2. FOR NEW WOOD FRAME CONSTRULTION: WOOD y' Ay a 4Io ar, a1 mNai LENGT S AS PER ftE1MTpN ON SHEET t2,/t EL1 �, PG,AMa� n ay OMt. 2 SAL. O •• - aDRID;.'• a •Load ♦ t4► MII AMC. <L Gaits 2. FOR NEW W000 FRAME COPSTRIDTIDH: WOOD TLl1 ESE as /, wou;Zr 4ue ,N OVAL * ti , a2a sN wM . A.. OR W NM Raw (6M)NO-75•A rm (0N 08&.Vp 20-175 MEMBERS TO BE SOUTHERN PINE We 2. W/ SPECIFIC A" ,,, 'gyp v ,r •' _ o r"em (N NNA77,A& rAN: IG.A.-ESN 20-17S N l y..zt/ u a. 2�N. s.M DINT Pt siat4 -- - "~'� M.. r �. Mw ONNII N" DENSITY OF 0.55 OR EQUAL ..r,N..•.A-. MEMBERS TO BE SOUTHERN PM No 2. W/ SPECIFIC NMM hM)tN-7aN. rift (EN.1wN7N7 S•• a -NINON r r. ONO" N: DENSITY OF 0.35 OR EQUAL. """"'� Me. .M amm" w ►L MM/waNMw[/GnE 0 A INS a ,. PL Mltq A A•.a 40. ra rt PNOIII 20-175 Q A°v 00DOtaur71k rs •� lM to re a n J llQf 11 p N M2,p,0 a N •1 SHEET NO. SH 1A, _. _ _ _ .. _ _ ... - ,.- Pn ,.,.. .�.T. _., ,. .. _ Ir^"n• - - - '""n�nl'i •^�9An �a'rr�w �s�IrNINRrwIP Ifs �1 ■o1r�iE��P . LOIN/10 ANCHORS --- ($a SECTION EZI a AL I ATNE am ON SHEET la)_____ � j (SEE NOTE 2)tgE 2) ,t• Karl.: /14xt' SAS.. f «jADNi E13E) " i AT 2 PEA -r-T------r-�--ram-- --r-T-�-�- --r-r--rr-r- j-j-T-'T- OF •L' (END PANEL)) (INTERIOR PANEL) (INTERIOR PANEL) I (INTERIOR PANEL) (END PANEL) H. SEE NOTES 2. 3, 4 I I I SEE NOTES 2, 3. 4 6 _O• nAA L PANE! LENGTHP. fI ;' i �QITD) PANELS W/ 1/N-2d,� i 1 9s aoLTs Wig • TA DVEwAP -._). L1 1_I_jT-__L_41 1 M. 1111 111 JJ_L JJ_LLJJ111JJ_LZ�JJLLJJeL1J111JJ_LLJJJI£LJJ_L1JJ 3" ltmt t' Yn. -NOTE 07 -/ Y' •FeO'13 t• 3 ANCHORS '----{SEE SECTION Elf a ALIFANATNE 121W ON SHEET la) -- - - -- -- EZi/18, EZiW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) tP SECTION A-At,INIrINIw _ SCALE 3/32•et" ENGINEERING EP40INKERINCI EXPRE9810 PRODUCT EVALUATION REPORT Seplem ins 15. 2020 Appioatlon Nunimm: ffSS9,l- RY M Pro}ct Motber 20.31543 Product pMnnftcWw MAmanem Sh ullom and Glass l wededuwFAddrem 1540 Donna Reed Vbd Pala Beach. FL 33409 Product Name 6 Description: 24ge Gawar4zad Suet Sbml Panale Large Mlle Impact ReWbrtt Scope of Evalustloe: This, Product Evalunden ROPE is being issued in •ocoldmta lvfh the fsquberimnfa d She Flodde D"W"ent of&mate• and Plah=W W Rsgudon (Twice Budding ConMesbn) It* l.hapNr 61GM-3.9116, FAC.. for statWidn aoapleflon pa kfefrod 1(ND. The product nobd above Oros been tasted s War ovokmld s artnrtrad lerdn N show catpatroa WO Me FINNde 13ufdfg Code Seveth F_dfon (2M mad Is. for the purpose, baErndad, d bad agnMabd fa that rrgLl, by the Code. RMvahmtlan d tltls proahlp Ehaf tea required fafDwMg PNWWR Florlds BWldfg Car MOSk*bOtt Of revlebns. Submnua g Osta: EX dravbg 1120.31543 ffd -24pa 0 tzed NOW Sbrm Ism- OM 6 NDn-H1IMZ)', sheet 1-5, prepatact y Engineering Express. signed 6 sealed by Frank Baramdc. P-E, le an ITtOWW paOft Part of I Uniform stare sbucbnsl psNfomfrl , has been Ned in •000rdaloe with TAS 202 test alm lards per fast repm*) a1BT•ILSG-17-M by Bleckvrster Teing, Inc. 120 a d203 ate stardods Ma Led report(s) -00/ by Backwater Testing, Inc, resistance mW cydc loading p I A hm been board In accodence with TA:i SRIu41rd OrlynaarI ; aI III haw bean prepasd which eval ua fro Product band a rnrnpandiv atl I refold rtl'ais to Qualify tit bforrag daaipn crlsuh: 1. A4lknun Allowable Spans 2 hborn On Allowable Spank 3 Manem Gina Separation 4. Maw SPaF3TIg 160 SW 12•" AVENUE SUITE 106, DEERFlELD BEACH, FLORIDA 33442 (954) 354-0660 1(066) 396-9999 TEAHOENGINEEAINGEXPRESS.CON ENGINEERINGE KPa ESS.COM r ST PANEL® TO BE INSTALLED AF EA1CH OPENING SHALL ALWAYS BE OVIDED W/ REARHANIX£ TO FACILITATE I1SfAl1ATi0N If IFfTt7fT4DED DE INSTAl1£D FROM INSIDE DE STRUCTURE. (1�+ OF SERIES 20DO: E-Z HUNG STORM PANEL SYSTEM CONSISTING PANEL + Cont. TRACKS TOP A BOTTOM. (2). END PANELS SHALL ALWA�(5 BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (v SKINK BE FRONDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONFECTION SHALL CONSIST OF 1/4"9-20s3/4- N.S. W/ 7/9'0a3/32• WING NUT OR 1/4•ea3/4" Mtn. THUMBSCREW KID TAPPED BOTTOM TRACK, LACATpN OF FASTENERS MAY DE AT EITHER OF TWO EXTERIOR FLAT FLANCES OF END PANEL. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I... A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SWU BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABM. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ge Cialvanizsd Stud Sloan Panels No 33% increase In afow•bte stress has been used In Me design of On product. Separation km glazing Is not lectured for Installations oulside of wind zero 4 and essential facaNs. Impact Rdslstance: Large Inspect Resistance has been demonstrated s widenced In previously listed tad ro"s). and Is accounted for In the engineering design of this product. Mnd Load Resistance This product has been daalpnad to re" wind beds me Ildleated in She Egan sdroduWal on the respective Product Evaklafon Doclrned 0.9. an0bnaain0 drawing). Thh product sMf be hmbfed in strkt aoNrgTlends with NO respective Product evaluMon Document p.e engineeft drawing), a" with of oonporwnb noted therm. Productnarnpolwlb slwl bo dlw nWerid epwdod In Mat pm&d d's tlupecOm Prodlld E'vskobm Document(I.a. sf01 ' a drawing). UMIta lone a Conddons of use: Um of this; shall be In afrld accordance with On rspsoWe Product Evokaftrl Document 0.0 enilkwasi g dr*wWq) a noted heroin. An suppMM hat structures shW be assigned to faabt W superimposed bads and OW be of a material JMad In the product's rscpft*o anchor scheaab. Hat structure corKffat which to not aeailfded fa In this product'srsspecVre anchor sdladub dell bedasigrxed fa on a sbAwocilicbask by a ragigarod pmtssiww sn0 .. . AN eanponwws which are pernrnan6y Installed shaf be protected against corrosion. eo6amN+ma1, and dha such den Bp at of INS This product has been designed for me within and oubkt ow HI01I Velocity Himmare Zone MM. Respectfully. 27 •' . Frank Bmnardo. PE EllG902111116 MPE0046549 ) Cen Awh. 9995 160 SW 12•" AVENUE SUITE 106, DEfamma, BEACH, FLORIDA 33442 (954) 354-0660 1(865) 396-9999 TEANeENGtNEERINGEX►RESS.Com ENGINEERING EXPRITCOM INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct'l INTO POURED CONCRETE. CONCRETE BLQCK AND WOOD STRUCTURES t 4v TAPCON Ir t(iy ^ _ • ;y-''r � teal' NE7k HFJIO 1/4-0 TAPOON tD[ l4at• NEE Wm 1EK W000 lFAOfR � '.4 ANCHOR1Y 0.157' • ,1 EDGE OF j/4' fRCEI gEOkRRF'0 k � SO a,yr FROM ,n• i { n g { � 1/4•►-mP1 --- -1- u nXAr1E� f r�m.x' _ _ _-..- R oaaLON _p __. ; 1 ._E R t MM. R)NN Rql K 10 c I 3 16Y I POP E%R7Ni0_S`. �_ ; 1 Oro 1 POP 1 N i O tYET v-0- UAXxLAf4.� Q�� PANEL LENGTH • aeL�R1' -+ 1 i PANEL LENGTH Ke, i M-SLMAM t '• E 1•„_ 1 4'a-2G%Y T° suss. I 1 To aAss OF V Ili sox a S/4'a2oa2 a t• { a 1 VCCOW-qM 14•w TA/CON ANCIKRt a72'O.C. //4'P TI �: , I2'a4- WOOD ANCMOItIaEgNREO t.5�1�1y������ ���A�r��narwnyyREOUNIED. sAEle4.MOUKYmi imfE! SECTION EZ1 SCALE 3/8-1' SCALE 3/8-1" N % FLORIDA BUILDING CODE Non Mah Valocofty RMrriaWRa zone Co. # LAN. PANEL LENGTH 4o.44167 16mm PC 24 CAGE OALVAtMtED STEEL STORM PANEL i. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SPV1.L BE 2'-6• ' * t 111R" W. PRESSURE RATM 4/- 40.0 P.E.f, AND 6•-0' kwWx STATE N/o/mm PANEL LENGTH. f-•. IL EC0.111C � P , �• EeD 2. FOR NEW WOOD FRAME �: WOOD ,FLORID ..ltl • •EW sea net rit#r Kzqk� MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC Stf�m'�-toed r; ,ae,=nH canoe: tar.) Is s n�tc.14pe.)ala.axty 20-113 DENSITY OF M55 OR EOUAL.. Down W G ODON/A IN WOW A' Tat"4r., PL 1R, la O le ALL AMERICAN SHUTTERS AND CLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT TYPE A6 MqD) - " w 3; MAYBE �/ 0. a BOTTOM /TN TYPICAL VERTICAL MOUNT ELEVATION 1.121 N.T.S ELIVAT10N to 4WNT Lm" (COIN ry ry0) (SPAN ABOVE UCTION) Sy g BOTTOM M YYk RE WOM (CON. TT ASIxB}'D) lid TOP MOISNT (mat. TYPE AS ROYi'IP1 AUNTLU Lt11eX ( ISIMN.eal Oki ' D86TT1bCT10N :LOCATION MAY VARY D86TT1bCT10N :LOCATION MAY VARY OBSTRUCTION) PANELSMAY BENOTCHED05 RBQUIREO, dPT'IONAI.Jy'`2DSfITCH PRW MST TOUT CONNECTIONS AND ANCHORS;ARE MO*KdH'SA1IW BOLTS WITH WAtiHERI:D wtNGNUTS-fASTENED8 SPANS ABOVE A BELOW OBSTRUCTION. OV9K.AP5 O PEDSMN (USE AP PROPRµTE$PAN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANEL - 1 N,T$, SEVATILLN MAXIMUM ALLOWABLE DESIGN PRESSURES: SAS NOTED IN DESIGN DESIGN NOTEES: Sa•IEDULES WITH �TSY4IN W�ITHTHE H CH 1T6L M 6O90FTWUALTFOTN BUA11{ NCEO@DAE LESST{U PRRE CpPAQrr v F$ LtsiEO F FEL•3DN RR ANY A36 r AS SHO", GENERAL NOTES: VISIT CCALD Ld81643 rD Ma 1'OxlAaArN n-canna-,.a•o,xrrPlrNtNcs - I 1.2am, b.094• J-1 2 290• --x 0. Y•al uuX Irp,1pl 825" 0,094 Imo.- A94• OJ50' UA94" a ai 0.044r g ,Q§( n4 7.120'I ti 11P, '"m TYP -8.3 c. �2; L_ 062 ry lAst7" l93N7• "•O,ti62":. q ,379k] " 1� r0.1i3° IftQ if 3 1Da 2.� Q 061 250' - 2,000 1- +.� 1,000° I- TYP 2.IlOO" L I If D = b -r12A20 55 (3 .121" 11380" � 71" FEADER ®•IJ° 119" T HEADER 4Q' ` 1-PAN eLmUREN-Z tq I `_ t I I I.3:3B0" MAX. .3 g 0.313"1 # f w e, I.St L5Ni0'�--11.5D0' ll510 I 0. 79�I455" G r40+ 00455• 0.776'-{ 12.500' PANEL Oovems -11 •1 I.�� _]` 0) 19B +# 655" 0.350"... 1.007" �' "• 14.B7S° PANELLEN 1 11 m ,^n �'j uxl. To.S I C. 4150' 0.290" OASO' gQ rYP u -.1.. r DTMPO" " s. p,�iltaK 0 15" ,215 O.>t0' BO.S7S .3DS D.7ts' �� ®EUCD-E117 Y mlaClt �. "v" mAct � 0'�" yNx 0,95T" 4?7'---"•` rs,lOiYNOIE N/aER 037e E,1.22 k{ R'-.:7 tA't••gk.s 0,190, a ., Lac Dn125''•� " Hair tiwAt 'F' AI�IE-'iNiA6( 1®f7Ell0EL] � � _ p 1.000• •'Flux ♦VNI 19„':Ht 8 �' a� � C6KAlAP t II�D'13L��'Ctl,ln ti).8 �� ��I}� 25" MAX. 4" MINX. �CDNIaxC,O•Nf DETAIL D.i)39' T. 1 rk .>tzaea .2S MAX, + tam• rive _aV,A•:.. _ i rsJO-•�;� • � 111 �•AifJYT• tT tut rCFF•rY.il^.'Mrnx W ( 0 tin r B .70I OUT sea xa-r eta a-aac Arc HN•111101AP1 t14plar RF1'nll DI0STANCE ax•xl A'Y'a Mf(P Rrn', 4 9 F 1 ( ADxt con c 1.00C' _'q'14`d T•.'GiCcn 'rh ♦WP'.wa. A H>t-cL. It AJ}i+: i N 12"ITlV i 1.ty/�Va m :..• Lt si. �g al at. a u,:: i .1_ ur.cxuu - EANEO i.DOD° A'l= arxx'„ a r' J1MtaLP ..:x raLe •._S�rn.rT.fill r 4 ` E7JERLAP *.^:7,4111 wlew:. 392D"� b 4 Gl713 't. MAX'' n ellsIH111! a(ual f.11n NM1 I)rlMl 25" MAX YEJNT.s. NSW .e.7-Wt+ m L.S00' ;v sT:. v!•1aX1aY.lu ra �� r+w-na-acc. srz. 4'MAX. , MINaJ:•ux.• x!•. Ib'"6:-c rlxa . - 00P" 1>Y :1�l1A Vt l' 'sea r.•. �'1 to • cateEA11AN1RE 0$Nl - 0fb .7."� x2Ni., rrb'n.: a JF - � •. gg Y.wr�IN�ncA F• 1SC I�TIW ROUNT CLCi6UPF 0EfAa F'I�rx.J J eIEY ^W W Cn U N O Q O O C CU .Cm U - C = CU O cu (� 0 C � O 0 U_ O > .Cn •0 QU� 2 y /•C/�V� li � .- 6--f W z z W J ' pµ�,y"�a,•n�e FataKlQ W Met wMl�� N{IraAICt!.' R eta tYllibW NAY IKR\ 3E'P-.�h C;.Tniil_ u_x•. yaux•>t ul ._.c.. �„-.>.e, r.^+iRa:u •r-, �.:. ><�rH" : >< epsN'�rc a . X,.l.o •..=rr:" INIMUM ALLOWABLE SPAN SCHEDULE _ nx. sea-n.vi o• _ I.f's-- ANCHOR SPACING SCHEDULE: M aT rcx w". yarn r_,rxit, axone ,•+HrIJ ut, LTOP MOMT • • 34 GAUGE MP'IS, PANEL FASTENERS O 12.5' D.C. ''Ai^ Y::r�r,w - .•.= T+c "t „N - N a i I'x P ,p 3C EWE DlSTANCIE ti M . ALLOWABLE PANEL SPAN & GLASS } ? " ° 4` .1' " �" -D P T man dame f.•' dp1 .1 =M 1, IMZ el�aN' aaCROt asuMa9 ShclaYYPer jINd1Y TYPEP com YNe1P ra 4� `` J AYCNOK Reraaa I OI*yye am*Typ cavil IV 1 SEPARATION SCHEDULE: i Nn� Cl C2 ca CA , ➢I C•z c3 C4 cx ca .0 t "` • ' �� W 1 E a cz o c4 c3 C4 EI C2 a ,�•-_ •s u-M' xri *�, IV1' w, 1 24 GAUC PANELS ff ff 2S 2r ff it #r �'}";'9 � 1O.1-z14'alOm 1.5" 3sA"sx.7" 9.9 1.! 76A '2' 6A": 12:!' Ib.O 47 8,1 vA•.T @Itx� 33 a a � rro -ram "HaF/'�� • a I..r Wu{ _ �N Mt'NAtYUITRKatI 41 1Z.S 1E.0" IL.S' a0` 1L5" Ifim' -B.2' S.S tr 0' eel• S.S" ■p a"r'1r`"T'm' , xat w•b_t•.,AJx:N ' ri1- sOXI 2E" 2? 11' i' 11• 33" 1 ✓ '.NV {b'--�i._dS, II4tI WJrFF 41 1iS' idol I&Cr Aw ILLS'. Scam" min RS my- ID.➢•14.r na". xvaa acc xPDs•f:U--Y A a.•} - '! . < MINIMUM SriMM PANEL SEPAR411OAIFRaA Td/143 •[ b S;S' 36,0"10.I' ¢ 150" .t" U u.II t O. 9.Y° f.4' g� •rr:a ;.ra -..t (i E ii 3e' M' Ar K'. 1 46 12.5"7.S 12. 169' 14,T" 6A• 13. 1e.➢" 14.7" 6.O- (WACC NANO ZONE 4 a EISEN71A1 FACU.ITIES C ' S LLJ,..ra A iLS' art' .AT 3' all, 1aD• s. F $ ,• '� w IE Ems"-'°°°� 52 L2.S' 16.0'160' 6.9` i2: 360" 1i1" Sm• 12 1a:D•14.T" &D" "! - (, n.a r•:�h" - , fF 'F`"". '•� 6666 f. #A' 12.5" 6A" a.l" 2v 125' 16.D' al' b.'`. It u:s• 3a.0'• 34.7• ao• S1.T 160" 14.T' a.➢' 32.5' IaS 14.T' • • .__ ____... - _ _.. �_ _. . _ . 7RPd. It• 3P 3R ill' 7T 27 Ica' It" 3I• W ? n p Ural- 1'IPIN, ]X SI.s' SE.Q"10.7'tf.Q' .S 1'C 15.11' 12.9' 13 S' fa-O 31.' .14, 3U2'Qxom. ]3 n4"16.0• lal'12.5' 4"!11" .0' 1.S' Ya 30.a" :s 9 gg AIwe1 2r 2 2r !0' 4e• !P 2P 4S 2r K 3T ff p Tg aT •."..�. nx.l•>.x ;= 4 3 71 ALLOWABLE INSTALIATIIMUESS INAALLAt10NSGREATER i „ - 6 52 1O atIRACOx *1 12 1 'S D 0' A' .6"_ s� @� t4 {r 0• v r 31r 0 + Vtw �•t,.'k.::a.c, w000aexFw u 12.s' ' 34.3• E1" 32.s S6m a.r' a.b• 32.5• is o• W. I Tnw lo' AuovE GRADE THAN 3O' ANIOVE GR110E N lz s u• La.9•' 11 u ' Ie P' Lis 9. " izS is. S1A" B. - N>e pp L, sPAN Nmial DD' ,W ]? (y'..1 49 L7.5" ' Sze 7.0` 12,5 160 3i8' SS• iLS' SE.O• 9.6' s,6" x']7 :/r t7?`;+T3C- [ 41.W.E4E„�.TL�. by ( I IN N" 1N P 713 I {wy�P !2 1. $.d'13e' :S' 140y, 13.9" AS' .5 10. 1 R. - y-.wTtLtLtLt M► 32 i1.S' %W il_t" 0.4• my. 1,60, 9.51 !E• 12 S' 25.t• e.IM I.e. N 0� fTPx�-ra,r _u .l - ^ i2 - ybaxi _ faW - • 3S 1 ,S'' " IL.r' 1i.5 M 0' 13.e" A3 1L!" 4 0' 11.a" .a.5' C 7 tI 5" 0" 95" 5.6" 1 S 16 0' 9.6" 12.5' :0° !' 'IP t i0. a - '/-!a 130DM fA6M _ 7.76M ii. IJa'rI/IC FARHi 1M ti.Y' '10.t1"36.0'.'. iL3 Lyar'iST'134' 127" st0 44d"'11.9" y9•x1-3N•WxltD ff 1 1� a C tR Lb _ •/� 121mM 6A6 M 1.16 ca 1 flAxs Swvm tk1N Ha RiMNaA1,NUAVA6P aaApb ea910 oat aAr mHwaAntal w Flwana6 f O Atl vRaapuD sEi - ,0" i2.S' a.f" Lz,!^ 1a:o' s .eel,. i4aT". 3i 1 .. 14,7 i2, Se 0 11' " z. ' .v" ID:3' �._� -- _ -- - ' CDADInrNS ll TOP OK NOTION, LENSTM IM"M"OR aana) IN 14ett ABOVE wf MI V tNNu.LL +a..x1.G, 43 S3.T' iE• •16.0' e't'.1 .! TAaCAn •EPAa• 41 18,Nr'-13.2" S.S .0' 9:1•'. ]2.F' mv IN 606 A, 2.1 IN L S a �- •t•/5 130LM n06M '- 2.36M aesrNO WAPAININ M014 GLASS IN AMOUR, tcTl nDMtxxa Ca tiDN twKN Ml1Et IENan. is 0a{A•Ea nGx Mat MOISp NN 4yp 17..y 10•14,4"ItV Yl.!" ibA' 1,LT' 1 !" 12�!' $a SkS 8,. LOT 12: 16.0 91" 12. BA^ 9.1 •a•xr^ �NI a".n � T • - d J _ )I�C ®yyt. 6,0, Als"SP4" T�IMma� $2 12,5' Sfi.O"Sn5' 12.5 16;0" Ai" 12.4' t6.0' Rl ' x:u• • '" .':ri .:y]r S' ED „{. •/50 _ L�1-Din 6D_b in 2_S_6M 1 saX GwHNftLalWxeD wA YL1IWtadrr Notarta to YAMc aaovE MEt SLOE [tONMEiutaOi .. T; '•Y�• iZ.S• .•• S'.I ,6'%SL O" 72 115' ib.0' 9.1" 12:5 ia.A' Y.1" 31. a" 1E.O•.y.1•. " �s .'� h]QlaCal € •/'�+ 106.6 M- - - 6.aM - 235AN -- - - 11FtO xrIrN EWLOOIfi rlOtMn1,G G0NOmOM"KEaWaep$/a14TMNr110N (ga555x4U It DerAll'P T la 1'I : art, >E ;j.9" 34.0' 3Sa• ]a. 1Y:3 ia,➢ ➢' 1a,2, 12, " 1a_ 1 u 32:6 10't •'I r4r-H•ax C3 _ •. rAalt Awux6rosota2lp rwnnwlwaNDu.tmolevustaND zaea wNas,aamN wntlrwet t� 5 ��wAlx,arx=,_ SM" 7 t ! .6 .r 1 S's.a _ .9 3.a• xr- a.s O ap9n - 253M_� FASTDwtSYt2s ON s.1S•o.c pr.r-r'-=.Fyn 41 iLr• a' 36A" itm- 1,S'.ia,0"Sit'"1 12.5' t:0'iS 6"11.3" AH Pc➢xihRMnY 41 x S` 16.0' Y9" Ar iz.S' a5" a.a^ 4.r nzr u.4'4.s•• 6. r - •K.3.7.:.4F a�_4 to o y. s. wanslw zwn m•nnuNUN unw➢Ne UtaaNeamaN.IroweonaN nDwa6 as se ,s'r iea'i ' iw U' 12.s" ID.v" 13,s" 132^ tz d" i -9•1 .F Si A" woyD Klsauc 4D t2S 1 .4^ ss' . ' "1E.1" 4.7^ .o• 6z5' 13,a 4J" 4 .• Q C a _f ': ary,aNG 'ti,•-t a, 4 N� [ sN•R 39.aM 6.I1M 2.72M ♦HeaNOlaa ORAlt x'LNF7N6ANY NDtFxnN6 NNomoa town MnRSE wuvnN6 3 3e 52 12,5' 1aA" 3n0". 1a,6" 1L 76A" !s3" li: Y' 12.5" 52 k .S` 1E.2,• i rt~ l C t E r. Y•, a W X..:D P T N✓4At X1 c'i"r ��rffffff q,aee { namrs -.1 ygLx�•„ a. Arc... Hcl x. C 36AM 613N 1.90M 9 iQ T2 12 ' 6.d'1 S111 S „. S' 1 " 16.01 5S i2" t�PR1A 72 t2D" �2.T 4i" 40• n1'9'12 S" s.i" 41Y 62s^ i23" lam" ins" Nf Q �lmgq FqJ ally' fi-SKI• HNETD 33 6.25' Sar, 9aeaT ` � � � p � y� 270 M 613 Rt 2961n � � •n', ti � IS 4a 6.85' x.i• i"&^ ®GE-D�7AN� ANCHOR NOTES • � 1: aT"w'tc,•n,r r �taa _ aFc • a r w �c •-n W Yr _ i iiY ' F:r',.rl - F wnl, uli NAFNI n-a.unr '; n) I 'vrrn coca_ H _•u:'t r `. ^ n la Dort ul lP,unx u 6.29 n3^ XsJJ,, r DRUG cl_.- = 1RL� %r ._ n �t` r� .e •x ,4TWrllryu:: tar• s2 Las'• nS' _ 1'44 a WALL ReIln SECTION 111' ►a w'. I•gAln', Y'YFGVres Ye•', ON 1. MY •srlar•aT7- 1�I 91 T mr N1Y V.te.+rY.Y�U, ':w,•: :.,Ll.VxL1LC, HD,IVI'. W61xE1J✓•,',.x Ml_•tL d SPAN SCHEDULE NOTES: 72 L ANCHOLOODEANCHORS LING. PRDONUMALLOWABUSMNN,MDPRMSVP AND � M,j( }a MAXIMUM CHEOUABSE ANCHOR BWIaNG, MAX)MUM ALLOWABLE SINS AM4 PRESSURES' WDIGATED U a 3 .zan -•:5 w P• p ? t• - 32. IA:. a-s' 6.z 63s' sn.7°e a.! cos• 1N SPAN SL11H7ULE SLUk1APPLY. HH LL Vd 4. .rr' IV ,AI B r 211 i4 1 L HFTHL SPAN RTIEWLPS WffFI NEGATIVE user nwa tasaatLxa 73g ti IIFRNI III rRAF:Ga 41 i1.?` 13,T' n2!' .3" B.sl" #" GV7 ,a-d�_ r c rYi �x c. DESIGN LOAD S PANTY FASTMM SPAC04 TO rapes INTMIOn y {- 2 dVTERAN131gm SC1f®IILE F1A9EOON PANEL FASTENER SPARKS, TH€ EXSSt3NG STRUCTURE `C:-: W 4 G ER- w r C . w M�Nmaal 40 412i' 1 r' ,Ty�_,8.1R,' .a5_t-xlrl.0 .lt Irw. Hav weer .: I"' DETERMINE MAXTNUM ALLOWABLE STORM PANEL C b2 4.25']0.5'• 6. aa" n23' 9.5' MATER)AL,aArCHOR TYPE. SELECT D�GN WAD GREATER THANOR LTONEGATIVE DESIGN �*': �'Nr. SPAN. SCHEDULE 1S ACCEPTABLE FOR USE xartN AAIMnfr W 10 . � UOM ON SHUTTER ANO SELECT SPAN GArATEA THAN OR EQUAL TO SHV SPA'I.SEIEi:r -fir a+Yx;ml•'Atk V •-xn, R.' - ??N44� 72 35' ?48' 'Y IS' Y' N�5E ! $ v & rrmrxxtn,.A•"a. A e. FOEITIIIE LOA05 LESS THAN aI EQUAL TO Q m yrr I -Or w011, 13 u.s' a'-7:! t:a• Izl i;w" s.r1, 62s• tz D' p.e° t.s" SHEE7N 2nFp 73ENIYFLCADTIOFI OF �NNEL(10797YPE)• TT kaEE MOUNTING DEFAIL50N iQ• i a ql-ox a 'an -sre.Er s'Ki.nE Q NE6ATryE DESIGN LOADS. w�+.e_+w.l "e •c uti•.t..y .y. K, 20. VS.5 SIVIOULa Sara 1 iTIN 5.4 TAPm 41 121' LW' 6-0 se• 4,1 10 a" 4:Y` 4A" a25" 107 1:' 4.0" !. 'PRfELFA4T!°NERfi"ARE SR)OS USED IN GONlUNC770N WITH ALL M0UNTING-EXTRUSIONS c1r- Ir a.nL c! s.aa IsY1 0 •'*-•a.N w J 2. *PANEL FASTENERS" ARE STUDS U� IN roRl,lat sgear Mw N-OIA case - J O r'"c'J'ro•e•"' x a•auL :lea:` 1r>'rl a �1 CON2UNCTION WITH ALL MOUNTING EXTRUSIONS xW Wuyr4wa.i.aeo wNyOMVr S S' b .1ZS` 123's.l• S.O' a s T 1" 4:C' 4z3" tOY 4:i" sm" ('p'-TRACIL. STUDDED ANGIF, ETC) II6E 6.i5`D.0 PANELPA5TENER$FACING TABLE VAW�F04 ,J j tar �axz SC (•F"-TRALII. SiUbpED ANGLE, ETC.).. USE 63Y ,V, INSIDE PAR a r d�-..�+...._ 52 6: S' 32 3' 4.7• i ' a,25 30 7' 4. .0" 6.25' 0.7' M]" 4.0' ALL'°H' • AND'U'•H1DER5 (INCl11DING OUYLDOyT COf•!IL')fON) Q 3i c•_ ,1 - ■ ALL PANEL. D*UI ER SPACINGTAaLEYALUES FOR N4•Nx-ryyE''FaN-ITN' 33 .12.5' 1aG'i4i' 7191' 12.! ie.s" II.In 34' ss.a" 4i" 4a'I S. MOIk,(iW 91(%,Tl F1R5T STRUCTURE SNA.U'Ci1NFORM TO AyiM.. C9p R(ILgL1t, M TT ALL'H"- AF�'U"•'NEADERS (INCLUbtNG aU3W OUT : t' CONDITIONS), S NLFOVRSSOLM SET 41 12;5' SI,O" 1 A'1 1 .5^ 7e " 7.9" 6:1.' 1 �!" 6.'7" 6. wam.N E9dfl;DMENy SFULL BE A9 NOTHi7N ANCFgR SICl11EDULE. N P _ 7ciw 3. LIN[AR IN'fBLPOLAYgM BETWEEN LOADS !S �' .F"T tg 12+5' 1&tl' A? T.s" 1 ;5 360" 7:7" ar2" 12.5" 6.D' 9,)" $2, 7 Mv'OMUM �1aEDMEF•IT AND EDGE 1857ANCE �TCIUD� SEf1EW, tY1RM, aRtCK, AND OTHER WALL - yy!�•1n R''7o a 1`NapgNr b[A!W f1.i, ACCEPTABLE. OTHERWISE USE NIXf NIGhIBI LOAD. ww wit 0 t2w0. y F 3IG 32 12:5' Tad" s9' &1. LE:S lso, 21" 42" IZT'mv. %.a. 7.7` 6 " PINSHES WALL TRANSFER L ADS T HE HOST STRUCTURE 1f4' NAIb'raR SHALL RE VERIFIED BY COT7114i5 TO CD p fl O+-T:tS+vA`. wlNdWm saY, o�c • Ix 12.5' Tall" ].a' a2" 2.i 1!0 Y,3u n7u. 1P.S" 1a.0" 7,7' a.7„ AI QUATELY CONCI7RAN6 i LOADS D H06TSTRULTIME- Y D !r l +TON NouNt _ 4, a 1 $, CONCRETE ANE210P5 NOTED HSD1R SHALL BE EM%DOI� T4 UN{RACKI:O WNQ>FTE E ELD GLASS SEPARATION NOTES: I Ear. seoam.DattT,rt ��;!� E 1/ u+"ENS➢ 3 i2.s' 1a.a D4 F,s' 62! i # f.4" 4i' n2r a ae" aa^ oAtlnl ! U uFrrNI MaFIIIA,F 4I 12 13.4'• i2• 4e' ;• # 2.5" .. G 93" i 3:3" 4, WHERE EXIS111tG STRICTURE 15 V100DFRAAaN6, Ex15T)RS OONOITIONS MAY VpiK', fiElD ¢E! V! r F371 it R.2 • ) MINIMUM ALLOWABLE SE►ULE WITH FROM THE DEEM TD I PROTECTED. y YER7R' TFU7)41SrEMERS ARE 1NTOAD@(IUATE ylOOD TIUMIN6 MEMBERS, NOi R:TWOOD. PASTefwO xasex;( . :.,,w, =E ao ..Orr•, 1� HITER$PAN SCHEDULE WIM POSITIVE DE9Wa LOAD TO DETERMINEIJLN f. 'ill, 4' 41•-b.2a L. `V TOPLYWOOD TS AIXSPfAAIF ONLY FOR SIDE CLOSURE Prmzs. yy 04 A Pa. , ••4: A ►OfiON MOVNf net 6.75' ]O.L• bl• 8,9'' 8.15' 4. "-3.6" - tL1a 9.1" 35' 3,9" R M .Fr^al. 1,,,,44f 10. WHEREAIICNOPSFASTENTOIYANROtYFACEOFSTUDERA4tr76,�ASTL'PERSHALL�ELOCATEDIN ,rP:Iht YSP.rI u, mr�•aP'!... M 2. SCHEDULE 1S RtiQUIRED itIn USE WITH /,06iTNE LOADS O/LY. hit 72 a2s• 9,z• #3• 11• nzS' s:•2" '9.2- Ms- 3.3" texlo8ala �:?TT:'T IOIfDH nOVrt AEpa g;Q CENTEROF NIX.tlNAL 2'X4•{ADN.)WOOD STUD(y§•EDGE D151ANCE13 ACCEPTMLE EO0. WOOD ' b r j a_3 ri• -'rr,A lmO+1� ►aATION eETtNEHI IOlID6 l5 ACCEPrABIE, OTHERWISE USE NEXT M30xrWL ICrIII, ! ! E. 6a a ;t PRPAIDIG): W000 6TU DSHULLBE "SOUTHEAN-P{NE" G.It OR CREATE{1 DENSSTY, LAG SDR®A' 4 L �.'ni:• ivla. 11L1R5 r_S xaGs i S14ALL HAVE PHILIIPS PAN HEAD OR HEX HEAD, K IL'14 �s -v C v [", 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL Lt. REMN7VASLE ANO10R5 ARE. DewALT PANELAWTE, ALL.P mm SCLII7w a 9RASB aueH@IG, 4-•Trl - s•+ - FACILTM IN ASTM WOW PONES I THROUGH 3. THE GLASS SEPARATION r, Ca+N iM crag Ar IX MAOCNESCM SMALL NAVE 1 j ' MINIMUM ENGAfiL"FW OF WWDE INTO THE BASE SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATTON FROM THE ItrEcu _ iso�'>V'iioJ.,�Pi: �'^tlr :t rA..-rar :.a cone irvxr_. M.�y+r.xr axtSnNG t'vxrneat. 5PAONw6 or taYF tee (SIOEiVALK SOLT)U. N.O. LU a rT I I NTN'1M'w ,Y-'f er..Y•T NJ its-31543 OPENING ED• NaLOw iOEa DP VALUE OMN IM 4qq„ 20-31543 ANCHOR ANO FUY He1VE ElTF1ER APAN'HEAtO, Td156 HEAD, OR WAFER HaAD zu^3is 13, Mlf•DMyM5NbeDMWTANDEDGEDI T1 EXCLUDES BTUCCOOROFHERWALLFINLSHES, c WIND PaArr[Nri BTAQN6TY1f, 1 PICx• G cam,•.-n•,, r•,. 'D 'I S. 01oz iAOU MOUNTING CONDITIONS WHICH ARE NOT aCCEPraeLF {jsES. _ IS. OARm MOUNTING N mO T pep n OPmltaxONaOrmMamU9E D=ga THIS ISNEAR SNTERPOUIT3ON 6 NOT f�IMTRf� fflR USE WITH THE AHQIDR SGHEUl11S LLBTHIWN C1.61t I�IYI]Yrr • • e.>c�� � �,�__� :� � . 6 s OPTIONAL EGRESS PANEL DETAIL 'S Y a cry. Nax .x:aar �- Cp (iOPTIONAL INTERIOR FASTENING DETAIL INTFRIORFASTENING m Z ? t•+ai: ax It .,, uawwatt t: ctrw ilLx!! I Act •Y IfKEANNIJ ROlel %H:I_ION J SHEET NO. IrNfll 1.5. 0 rO� a a v